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Permit 1477 Marshview Ct (vault) j t JoBADDRFS4 I�-I-"�"1 17' ►� �� e� G� TYPE woAx N H . PROPERTY OWNER fie s-t-c � r m umom '2`1 1p - y CONTRACTOR j'�C S�-c•�, -� MF HOM PERMIT NT13dMER �1�� DATE CP I - INSPEC770NS• FoonNG SLAB M BE" L,�VT'F.L NALLflVCwSSFATJZVVG k r�.5( - t t- d 2- FBAMING1'COYER UP - LVSUTATION t'v-- 8 v2. FINAL BUILDING C'F.RTlHCATE OF OCCUPANCY O-7i LECTRIC..Ar PERMIT# TVSPEMONS ROUGE �p SVC, f e 2- FINAL 34ECVAMCAL PMfln � � � 0 INSPECTIONS ROUGff / v v FINAL 'Zi1 I2.1 D INSPECTIONS ROUGMUNDER SLOB TOPOUT WATERISEVER FINAL "Z-- NOTM.- S.:,1 Q� M, ms Insl ol �C�°� '•�S°A°°°°ti�1 S1 �--tib' �Z4��°°��5 �'•C8 j y , os ti �pt1.ANrj� C �tOR10Q' OF a]I Low, • � � � JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted �s wig F-Vea 15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered,any part of the work with flooring, lath,earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING ''made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m.Monday through Friday; &4M CITY OF Office of Building REQUEST FOR IN; Date ! 0 Z_- Time A.M. Received P.M. Job dress Nam Contractor BUILDING` CONCRETE ELECTRICAL Framing D Footing C! Rough Wiring Re Roofing QSlab ❑ Temp Pole insulation >< lintel Q Final C READY FOR INSPECTI Mon. Tues Wed. inspection Made inspector Bill? Office of BuildifNOfficial SPECT1O r REQUEST FOR � � _' -=--_ Permit No. y , � Locality 1 ;t-c' `! MECHANICAL PLUM Contractor B1wd O RICAir. ir Cond.& ELE AL �......�n9b, � Heating C CONCRETE Fiou9h Wiring Top Out Fire Place oaring C Temp Poia $ewer Pre Fab )lab ❑ Final 6,6 inter It4SPECTION READY FOR Thurs. Friday Wed. yes. A.M. P.M ` Final Inspection� Certificate of occupancy C Date PRBPARED`10/02/02, 16:48:13 INSPECTION TICKET PAGE 3 C?TY OF ATLANTIC BEACH INSPECTOR: DON C FORD DATE 10/03/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1477 MARSH VIEW CT SUBDIV: CONTRACTOR CHAPPELL HEATING & AIR PHONE (904) 724-1344 OWNER . . PHONE PARCEL . . 000000-0000- - APPL NUMBER: 02-00024807 MECHANICAL ONLY ------------------------------------------------------------------------------------------------ PBRNIi: NICK 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 10/03/02 DCF ME ROUGH TIME: 08:00 ---------- -------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- 1 ` � S � � � Y 4BPARED-12/11/02,• 8:10:1'7 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/11/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1477 MARSH VIEW CT SUBDIV: CONTRACTOR BESTCON INC. PHONE (904) 246-3747 OWNER BESTCON INC PHONE PARCEL . 000000-0000- - ----� APPL NUMBER: 02-30024271 SINGLE FAMILY RESIDENCE P 1 D ------------------------------------------------------------------------------- --------------- PBRNIT: BLDG 00 BUILDING PERNIT DEC , } REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS CK# 10 01 7/01/02 LJH BD FOOTING 7/01/02 AP 11 01 7/29/02 LJH BD SLAB 7/29/02 AP 17 01 9/17/02 LJH BD SHEATHING 9/17/02 AP 13 - 01 10/03/02 DCF BD FRAMING 10/03/02 AP 15 01 10/08/02 DCF BD INSULATION 10/08/02 AP 16 01 12 11/02 LJH $BD.FINAL TIME: 13:00 -- ------------------------------------------------------------------------------------------------ PERMIT: BLBC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 22 01 10/03/02 DCF EL ROUGH 10/03/02 AP 24 01 12/03/02 LJH EL ELECTRIC TEMP SERVICE TIME: 08:00 12/05/02 AP HAVE LETTER 23 01 12/11/02 LJH 49L FINAL TIME: 13:00 _li -L PBRNIT: NICE 00 NBC BAN ICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 32 01 10/03/02 DCF ME ROUGH 10/03/02 AP 34 01 12/11/02 _LJH ,- 1B FINAL TIME: 13:00 --LZ`►2�Z �11"" ------------------------------------------------------------------------------------------------ PBRNIT: PLBG 00 PLDNBIMG PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 7/22/02 LJH PL ROUGH 7/22/02 AP 43 01 10/03/02 DCF PL TOP OUT 10/03/02 AP 45 01 12/11/02 LJH 'TL"FINAL TIME: 13:00 -1±_ 545-4753 DAVE -------------------------------------- COMMENTS AND NOTES -------------------------------------- s s k p�LANT,C z ORIOP OF ADDITIONS or • • • • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted C4 OP. t o - 5=114,2wrl a agsw, - Fe>(:L .ice_imam (3 moi ► F- C-20fLv�-�, Effj'0.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247.5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 SLOG p.m. Monday through Friday. FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Jun. 03 2004 09:44RM P2 -- FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OVVNWS NAM9 Policy Number David J. Sellers BUILDING STREET ADDRESS(Inducting Apt.Unk Suoa,andlor Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIL Number 1477 Marsh View Court cITY Atlantic Beach F�or>_da PR ER S ON(Lot and Numbers,Yox Parcel umber,l.aga pWn,etc.) Lot 17 Hidden Paradise UI s i den LDING USEe�i a 1 AoomearV ow- 'e a Ca,+mants area, n�s�ary.) IATtTLIDFAONGITUDE(OPTIONAL,) HORIZONTAL DATUM: VRCE S(Type): ala w or 0#. ) L_1 NAD 1977 L_J NAD 1W3 LI USGS quad Map I_I Other.— . SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 81.NFIP COMMUNrfY NAME&COMMUNITY NUMBER BZ.COUNTY NAME 83.STATE t nti each 120075 Duval FL a MAP AND P SUFE RM IND FIRM 811 D e9. OOD VA71 NUM8ER DATE EFFECTIVFJREVISED DATE: ZONE(S) (Zane AO,use depth of flooding)) 120075-C 12 4/17/89 4/17/89 1 AE 6 ' BIO.Indicate the source of the Base Flood Elevation(SFE)data or base flood depth entered in 69. 1_1 FIS'Profile XI FIRM 1-1 Community Determined I`1 Other(Describe): _ 811.Indicate the elevation datum used for the BFE in 89:1.11 NGVD 1929 I_1 NAVO 1988 1_1 Other(Describe): 812.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 1,1 Yes I_X(No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1.Building elevations are based on: L1Construction Drawings' 1_18uilding Under Construction' IX lFinished 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. Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,ARIAH,AR/AO Complete Items C3.a4 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 BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion Calculation. Use the space provided or the Comments area of Section D or Section G.as appropriate,to document the datum conversion. Datum _ ConversioNComments Elevation reference mark used (see Cdtyn2nts Does the elevation reference mark used appear on the FIRM? 1_1 Yes IXI No O a)Top of bottom floor including basement or enclosure) 2,4—ft.(m) p S M 4 8� i0 3 17;-. O b)Top of next higher floor 19,_R.(m) o O c)Bottom of lowest horizontal structural member(V zones only) _ala—fL(m) 2 '5 O d)Attached garage(top Of slab) 8. 2✓ft-(M) E $ 0 e)Lowest elevation of machinery andior equipment servicing the building(Describe in a Comments area.) 7. ft.(m) e F O f)Lowest adjacent(finished)grade(LAG) 7,8 ft-(m) i N Q g)Highest adjacent(finished)grade(HAG) 7.8 fL(m) 0 h)No.of permanent openings(flood vents)within 1 fL above adjacent grade n/;g— ; O i)Total area of all permanent openings(flood vents)in C3.h n/a sq.in.(sq.cm) SECTION D-SURVEYOR,ENGINEER.OR ARCHITECT CERTIFICATION This certification is to be Signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A,S.and C on this Certificate f9pimsents my best efforts to interpret the date available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. cERTIFIERSNAME Jose A. Hill, Jr. LICENSE 4487 TITLE Professional Surveyor & Mapper EMPavr NAME Clarson & Tnr ADDR SS 1643 Naldo Ave ue Jacksonville , FL vP D 32207 SIGNATURE DA TELEP NE October 1 904 396-2623 CC►�p��,�.�R1-i1 nn CCC RF11FQAF CIr1C PnQ r.rWTIw 14TInN or-DI Cr1GC 41 I OQC\Ar I IC Fni.r1r1NG :45RM P3 . 396 2633 Jun. 03 2004 09 , FAX N0. '904 FROM :CLARSON E. ASSOCIATES , IMPORTANT: In these spaces.copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS(including Apt.,Unit,Suite,andlor Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number CRY STATE ZIP CODE Company NNC Number 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. COMMEM Reference Bench Mark is x-cut on Northeast top flange bolt on fire hydrant at intersection of ,jasmine &treat & Levy Road_ Elevation-12.93 (NGV Datum) C3.e) Top of concrete slab for outside air conditioner 1 _1 Check here If attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT SFE) For Zone AO and Zone A(without BFE),complete items E/.through E4. if the Elevation Certificate Is intended for use as supporting information for a LOMA or OMR-F,Section C must be completed. E1.Building Diagram Number (Select the building diagram most similar to the building for which this ce.rtlficate 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 L.-1-1 ft.(m)(_j_(in.(cm) )—j above or 1-1 below (check one)the highest ed)acent grade. (Use natural grade,if available.) E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is {_L_l ft.(m)j_j_)in.(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 available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?1-1 Yes 1_1 No 1_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 mX knowled s. PROPERTY NER' OR OWNE 'S AUTHORIZED RE NTATIVE'S RAME DRES Y STATE ZIP CODE SIGNATURE DATE ELEPHON MENTS Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) .The Vocal off+ciai 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. G I.�_j 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 by state or local law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.1 I A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. 133.1_1 The following information(Items G4-Ge)Is provided for community floodplain management purposes. .PrEFW NUMBER G5. Rlvt G6. CERTIFICATE OF COMMMMUCUP71077 ISSUED G7.This permit has been issued for. j„j New Construction L--)Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building is: _ ft.(m)Datum: 139.BFE or(in Zone AO)depth of flooding at the building site is: _ ___ft(m)Datum: OFPMwS NA&M TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMENTS )Check here if attachments 6L►In C_.--.o. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD A'T'LANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 12/13/02 Parcel Number . . . . . 000000-0000- - Property Address . . . 1477 MARSH VIEW CT ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BESTCON INC Contractor . . . . . . BESTCON INC. 904 246-3747 Application number 02-30024271 000 012 Description of Work . SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . `� Flood Zone . . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION �T LOCATION INFORMATION j Permit Number. 24271 Address: 1477 MARSH VIEW COURT Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: . SINGLE FAMILY Lot(s):17 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: 191,270.00 Parcel Number:- Improv. umber:Improv. Cost: 191,270.00 i OWNER INFORMATION 1 Date Issued: 6/13/2002 Name: BESTCON ` Total Fees: 3,347.32 Address: 2440 SOUTH BEACH PARKWAY ' Amount Paid: 3,347.32 JACKSONVILLE BEACH, FL 32250 _ Date Paid: 6/13/2002 _ P one (904)246-3747 E Work_Desc: CONSTRUCT NEW SIN Q10 RADON, 2648 SURCHARGE CONTRACTORS a LIGATION FEES 1,104.00 BESTCON, INC. 3 530.00 `( F 1,250.00 4t 85.00 4.80 h � 0.25 325.00 s 35.00 .- k,.•_ L1 HAI """ x. 11.92 xOWT 1.35 5 3� iri Nk NQ , r'' �, < Y �;.4 } i 4�{ }:� tic+ - ''•,.r�"°'�`r 5�f'r � }� , . e+%%, u-•,+k.. % 7�v`: w t ,,�, -, 9. � 4�' � ii ..y a r "w�r �.ass'`w. °'- ;.d""�.A� ��t �u Lx�,^ '+yv6C `r.'' ''�sw`i'� ;F..'^^�. ay.g f• " k)EN, 5r C ,<"3, ' "." Aa?,. '=ani-d3"'-M" :..<,y„,•, r .r '' _ .,, 9y`4 ..-- 44 NOTIC ls", TION BUILDING MAERI,4" � � I � �� ` IC SPACE;AND MUST BE CLEARED "rSY EITHE "FAILURE TO COM =1N THE f PROPERTY OWNER P n _" ISSUED ACCORDING TO APPROfl ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR _ '' fi l i Open: J ARM Type: OC Drayer: 1 I �te: PERM T6-BUILDIIS I ao:311 G ATLANTIC BEACH BUI ING D N1e111"Wim i CI CUM 1928 93349.32 Trane date: 6114/82 Tine: 1646110 BUILDING,PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 2-� 1 �-- Building Contractor: Building Permit Number: Z "� Address: q-71 OYYA Y-�;V) V'1 Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as ci Lowest Floor Elevation: required as buil BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works V -z-- Planning Building BESTCQN,INC. 2855 City of Atlantic Beach 12/12/2002 Date Type Reference Original Amt. Balance Due Discount Payment 11/19/2002 Bill Re-InspecFe 35.00 35.00 35.00 Check Amount 35.00 SunTrust 17HP Re-Inspec Fee 35.00 Dec-12, 2002 6:02PM BESTCON, Inc. No•01S2IRP. Imo/ ROM :CLARSON & ASSOCIATES FAX NO, :904 3% 2633 Dec. 12 2002 04:liPM P1 MA.P ,SHOWING $OiTND►ARX SrIRVEY OF LDISE A SHOWN ON MA•P OF HIDDEN PARA AS RECORDED IN PLAT DOOR 54. PAGES 97 "OUCH 978 OF 7HR CURRENT PUBUC RECORDS OF DUVAL COUNTY. FLORIDA RIG ENCS BEARING SHOWN ON RIONT�0I��WAY UNE HEREON IS 1HE 8 AS SNDWN ON :i: E VE MENTIONED PLAT- BEVATiON THus 9.6 R NATIONAL GErxIrTIC AL DATUM. CE$TiFI>��Q� DAVID J.&TARA J.SELLAR ATLANTIC HOME MORTGAGE,INC- OL L)REpuBi Tr.NATIONAL TITLE INSURANCE COMPANY DEBORAH W,,rAYL4R,ATTORNEY-AT-LAW,Y.A. l1 L 0 T t t ( L`0 T 1 2 L. 1p• pWYATE DRAiNAtf! � '1 EASEMEN 55.00' .s. s. LOT 17 w loo 1 0 nj ,, .Y - N (//�� 1. ;`,6CONaaEiE.I+ni1a �•11.2' Y $' � 35.7 �.., # »N o r 1w "r rz m z g U0.W Y I� N + 00 16x10' JEA +' ••_ •-.• i'" '' �' FAS"NT N ±+ J r ' L ./ -N3g S0'JO'W C14-2 AN 7-5'JE/1 EASEMENT 1 I 7 t� R�AS.Dd I.vY,aB' g+t 1 g• DELTAN/Y'�'S2' 194.15' N01 *1 'l 1"W 10` ASE EASE DRAINAGE e UTILITY A$EN@rlT 55.00 MARSH VIEW COURT (50' RJW) NAL VEYll 10--31-2002 NWQ FOUND ALL 0R(*T 1 HEMBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE NRECTION MEETS THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-6, FL6R46A FOUND cowmeTE NIMAUyENT ADL1MRSTRATIVE COD& (PURSUANT To SF[:TIm 472,027, FLORIDA STATUTES). AND FURTHER CERTIFY THAT 3 1 FI%ACD OION 18 1704 THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. TR'"""' A D'L ce'M'm ANGLE N uat bWa; THE LOT SU mmm NOREom APPEARS TO UC www tLOOD CL/RSM ANDASSOCIAIM INC. R A cR `r Ncn1 -ArA2 RD11tD mm w&rLUOD DASURAM9 MTM JW NAIOO AVS:.,JAOK60NMk-.FL.,339n7 Q SAPS,0a04UuaTr PAMCL un 1 7F_ 6001D,OA79D A-•17-59. T'. PONT tt of TAUMPKe P.,Q/OVAT Q RElIM �yAv� SLTtavEYEO JULY 32 7 P.O G POWT OF C011POUIp yr d PD F SCALL: 1" _ �• +` G�• v.�M Re EOMMTE POE Ds VM�ut FIELD BOCK 6 7 PAC+ 33� 45 SGS "*Y0R Na 4AV,R6RIDA d'Km (INIIASs JOSE A, HILL, JR. M/hes it to= n-. ..... Y! n n ..n n n,. SURVEY NOT VAUD WIWOW EMBOSM6 SURVEYOR'S SEAL MAP' S140'WII*4G PLOT PLAN OF LOT 17 AS SHOWN', ON ' MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 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. r .ea L O T 1 �� i��A �-�' "� L O T 1 3 W/ri 's — — -,CIO, PRIVATE DRAINi 10' PRIVATE DRAINAGE EASEMENT EASEMENT CKORY •4) SOAK 2"HICKORY I 'D AX *7"OAK 12" LAUREL OAK s� ^ Y 1 aD 10 O N I PATIO A . ,0.0' 35.0' z5.0'j. O ( T' a ♦- LL y j.. I PORCH (� W? a I N a �� a _ W ii 2 ri L O O Q W I 5.0 EL z vl o ^ k`' w O J > Q o tY vaw l• 0l I y- 0 d I Y J 1D f p V, M �� m 19.0 110.0' l 5_ JEA EASMENT z Q 13. �. 13.0' of 16 —1 :1 IO'XIO' JEA .L O EASEMENT > O / \ - - - - - - - - - - - - - - t F41_ NICKoRx - -c - - - - - - a..�k6 ® `61 10' DRAINAGE 7.5' JEA EASEMENT UTILITY EASEM NT 5' 1 1 5 1 11" HICKORY 6JININ= '11 op w 431 75 .00 22' MARSH VIEW COURT (50' RIGHT OF WAY) TYPE "A" DRAINAGE NOTE: THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES a,AE- a AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED BY: ��T�-1 MAPS, COMMUNITY PANEL N0. 120075 -0001D , DATED 4-17-89. C�1ON AND ASSOCIATES, INC. PROFFESIONAL LAND SURVEYORS DATE MAY 8 2002. 1643 NALDO AVENUE, SCALE: 1" = 20' JACKSONVILLE, FL., 32207 Dve and Tara Sellers 385 East Coast Drive Atlantic Beach, FL 32233 241-8218 RPcP'j FD December 12, 2002 �� QZ 9 BY City of Atlantic Beach Building Inspector 800 Seminole Road Atlantic Beach, FL 32233 To the Building Inspector: Regarding our house located at Hidden Paradise, Lot 17 (1477 Marsh View Court), we have been made aware that the stair header height is 2 inches short of the building code limitations. We are in acceptance of the situation and would like to move forward with our closing and occupying the house. Thank you for your consideration. Sincerely, Tara Sellers ""y I,- JENNIFER SCHWETER MY COMMISSION#DD 121301 :Q EXPIRES:May 27,2006 ` Bonded Thru Notary Public Underwriters t `?, CITY OF ATLANTIC BEACH =~ 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-30024271 Date 11/12/02 Property Address . . . . . . 1477 MARSH VIEW CT Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 191270 Owner Contractor ------------------------ ------------------------ BESTCON INC BESTCON INC. 2440 SOUTH BEACH PKWY JACKSONVILLE BEACH,FL ATLANTIC BEACH FL 32233 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL LAWN SPRINKLERS Sub Contractor H2O MANAGEMENT, INC. Permit Fee . . . . 50 . 00 Pian Check -ee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "PAILUKE TO COMPLY WI'l H THE CONSTRUCTION ION 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. -4, BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: f (-1 7 7 M! -P S# Lb e-l-J 6- OWNER OF PROPERTY: fje,5 .uj _-x?.�1�- TEL. PLUMBING CONTRACTOR: zg 0 Mq m eAg-- , CONTRACTOR'S ADDRESS: "7 3 C-- !Z _ ;z a(-D /YI,oal e,,Su,R �Tz STATE LICENSE NUMBER: 1 - l5 7 TEL. & l3 HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) b OTHER Z,4 rNN S pe-4 rJlc- 16W -S TOTAL FIXTURES: X $7.00 +$35.00= MINIMUM PERMIT FEE: $35.00 SIGNATURE OF OWNER: r SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. D VVNAWC NJ,SC, INC. JAC"0K rttLxXL 32246 Date: 42 & FF-,(--FTV D DEC Q 2 2002 Mr. Don Ford Y. - - 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, . PaEN L• Gary Perkins Dynamic Electric, Inc. =S: pp092737 �ded54 �\N. pQ�� Re: / ��' b!�c Under.��` Residence: Address: Permit #: ol CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . . 02-00024809 Date 9/16/02 Property Address . . . . . . 1477 MARSH VIEW CT Application description . . . ELECTRIC ONLY Property Zoning C"" TED Application valua 0 Owner o rac ----------- ---- = - " ,---------- ,. � 'sE �r C R COMPANY f. $ 2QOVATE BLVD. #108 " F JACI71 LE FL 32216 (9a4} . 26 1 �� ----- � w=---= =------- - ------------- Perm' ECT 1 MIT Add' ional ,' PH,3W, 240yT SVC " Pe Fee `"`00 Plan Check .00 I s s e qe, Valuation " 0 Fe momma Pazd Credited e P �t F T �, T 0,4 MO 5 s EI w 0- . 00 P n ��P . 00 r G n "T t . 00 �e 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. InK- BUILMNG OFFICIAL I C01Y OF ATLANTIC BEACH, FLORIDA AP�LICATION FOR ELECTRICAL PERMIT "�I TO THE C}UEF ELECTRICAL INSPEI.TOR: DATE: 2002- IMPORTANT 0DZ- IMPORTANT NOTICE: J N CONSIDERATION OF PERMIT lit FOR WING THE WORK AS DESCRIBED IN THE MLLOWING.WE HEREBY AGREE TO PERFORM SAIL)WORK M . CO CE WITH THE ATTACHED PLANS AND SPECIPICATIONS,WMICIi ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH OR.DINANCRS. i ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE: ALE. OWNERS NAME: ec� 7/lTlITCeO ADDRESS: 1q'77 v�cw C'_ RFD Box BLDG.SIZE i i ,—BETWEEN: RES.{L..�� APT.( ) COMM!I( ) PUBLIC( ) INDUS.( ) NEW OLD( ) REW.( ) ADDITION( ) TRAILER( )', TEMP.( ) SIGNS( ) S0. FT. SERVICE: NEW S INCREASES REPAIR( COhDUCTO SIZE AMPS: COPPER MA.I.UM�_ FEES _ SWITCH OR BREAKER AMPS I PH 1sw VOLT RACEWAY EXIST. SERV. SIZE --- AMPS PHLW VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE i f LIGHTING OUTLETS ' iCONCEALED OPEN f TOTAL # RECEPTACLES CONCEALED OPEN IT TAI. 0,30 31.100.144PS -� INCANDESCENT FLOURESCENT do M.V. FIXED O.I oo R OVE `M APPLIANCES �� BELL TRANSF. I AIR H.P. TING H.P.RATINGCEI!,. 1�W-HEAT IN CONINTI0HG CO MOTOR OTHER MOTORS AMPS HEAT J MOTORS H.P. VOLT GE PHS NO. OVER l H.P. VOLTAGE PHS MISCELLANEOUS �. UNDE 600V OVER 600V—_ _..----- TRANSFORMERS: "" NO. i KVA NO. KVA NO.NEON T MO NSF. NO A MA TOR SIZE SWITCH F1,ASHERS EACH Up&tW Sf2WO02 CITY OF ATLANTIC BEACH BUILDING AND ZONING 800 SEMINOLE ROAD ATLANTIC BEACH FLORIDA 32233 INSPECTION PHONE LINE 904-247-5826 Application Number . . . . . 02-00024807 Date 9/13/02 Property Address . . . . . . 1477 MARSH VIEW CT Application description HANICAL ONLY Property Zoning 0 TED Application valuat ' 0 " Ownertv on Frac r � ----------- ---- = - --- , --------- L I E rII & AIR 134 ROA E. JACKSONVILLE FL 32216 - (904) 724- 34 ---------- -�-- �. ----- -- -------------� - ------------- Perm> C RMITa Additional a Pe tFee '00 Plan Check . 00 Iss4eI ate. k Valuation 0 Fees *mma k y " Paid Credited D ;ie -- -- --- ----------- ------ ---- Pe�rivfit F 00 .00 Plc Q 00 n Gr ri Totl 5l30 :t3,C Q . 00 �F 4 . WPre�bgMf �;S.!•l 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 IMP VEMENTS"ISSUED ACWRDIN TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REMtJ4TION FOR VIOLAT I OF AP LICABLE PROVISIONS OF LAW. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT —Applicant to com Tete all items in sections I, II,III, and IV. I. Street Address: �r /� C 77 LOCATION OF Intersecting Streets:Between And BUILDING Sub-division / 1&-f -7,'4-lwgl,/gi H. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical /�/�/� ,Q Contractors C d bra Contractor Print C !7(/'�� f ' - Master /T' t. Name of Property Owner e f G Signature of Owner �y ` Signature of Or Authorized Agent li/! Architect or Engineer III. GENERAL INFORMATIO A. TypdTheating fuel: B. Er Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? _ ❑ Oil ' ❑ Other—Specify IF YES,GIVE NUMBER F CONSTRUCTION PERMIT QV Z ) IV. MECHANICAL EQUIPMENT TO BE �TURE O WORK Residential or _ Commercial INSTALLED i-o' New Building �ovide complete list of components og back of this form) ❑ Existing Building � Heat _Space Recessed _/Central _Floor ❑ Replacement of existing system ` ❑ Air Conditioning: Room Central New Installation(No system previously installed) Qr' Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity 6 cfin ❑ Other- Specify ❑ Refrigeration ❑ Cooling tower: Capacity unm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving 1 Tons Agency L05?0 Ar X9 1 Fj�)Je6y k u. � HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU Agency 77702-d-- V TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. A enc QJ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -.Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24413 Address: 1477 MARSH VIEW COURT Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):17 Block: Section: . Square Feet: Subdivision: HIDDEN PARADISE Est. Value: 191,270.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/10/2002 Name: BEST ON Total Fees: 64.00 Address: 240 SOUTH .BEACH PARKWAY Amount Paid: ' 64.00 JACKSONVILLE BEACH; FL 32250 Date Paid: 7/10/2002 . Phone: 904 246-3747 Work Desc:. INSTALL PLUMBING CONTRACTORS _ APPLICATION FEES DON HARRIS PLUMBING °- ' 64.00 G 4 y1`"'�,.ar-e"' + .� �t�" s nr . _. '�r �' yw,�" ,*" ..., `" •k,,"„ ?y` .�j I`"•a'�''�"lF '',,�" �w V�p Y4 .,,, !h• .. rY' f< . � .. -.. 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G-i •' ''rF -Xi i• J ' �u.v' . iF ,YC" t g_, �`."" .�rci a n.,+ � 1 "' ..xt '" �'� .�`3`T !.r ,i:t.: +� �x n Yr y,t,M�`+� •iry .L` + 4x�a'�,-r.•,fir � xj3� � s ^t�""'�'X •,*' ' .' �.ura,y !' 53,L;, - �... • r wti, "dr r rAa F .v✓",w', k .. �u 3t. t pzz" .�' "� K r r >•.^'� t,.m., �t ) y1,f a • -+N .S'a :-5 . 7 3y-�•�-.*'k , ''' -k: 1 { .6.x^w"� r^`+rnoy'r^•'�"k"�1W{. ffi E a t ffs , I r'd v Ta. s+ _;,, . .. lf�x"y t xr«��-,'Cw,1 e hti w �Y:ofa. i � ..�. ��ht "�" �d., n 6"�5a�,yc�i!"�"`. ,„ y •a '. Y M1i�' �..'�r tyy?"'�y y�+'�t GE� `� `" r,. LF .Y�im-��,.w., k�, I'_,..y;a �..F.•v.�r�,�e M rA.N G� .erk x � ;��` ..+x ��'r«s�X�"s"''�'��t`.'' c 4 1�! . .. ��..e�'.�ea'� r �' � r�,,r�c+K ' d n�ire ,.n„Y�y.:t i t e�,w�-�'i�' }�.�+f v'� �' -•, '" an� f. }1w��ie:. �i r., c`' ._. _ . L_. rte.? 3 r+ P.Er ,F:�a�• t t '�''"..,I r Ftp""'jst hu �r,.• a ,� `' r K E "Y * r 'isj r s: '• �" L + •+c.�.,`^� s+-i, ��r* rY x�Kr�t•:��=�,Fr .n, �aa'�. ��.Sar "3'^.ir� �l ♦ cxs �',r�»n+s qtr stP—r '� t*i 3 ,~ 'Y S NOTICE TEE_ATR E �,"}i xxtn. Y r CSE .,�,7 a •pi' T •�.,1�,,x Y '�a " ` i� '` ^�a 0"R :px�r, +' .rF ."c•.?^�x .,� +,r F+ �:- :��+n,�`" �'�"".Er.r' ��stS�.".ST�"''�^rn,�..�,�.t.,PTE"+u•.. .: t pyx t„„ "}' ',�e fir'.f","'i,��f "ri• }8, ,,a*a sar A fp`.:µ1,'rv`Rf s S trf-,p'.'"itYl`it BUILDING•MATE: .�; Fj �;t „ `_, AI✓ �1 �1 PUBLIC SPACE, AND MUs�tI F� kl OWNER "FAILURE TO COM�'�` �"" ;.: w.�.71, THE x f,. PROPERTY OWNER r ': : ISSUED ACCORD}NG TO APPR tl; r , �, �� . .. SUBJECT TO REVOCATION E FOR VIOLATION OF APPLICABLm. Oiler: CHERYLE TYPe: OC'.Drawei:'1 Date: 7/10f82,01 Receipt.n6: 72009 14 • PERMITS-BiILDIMG 1 564.00 �; •� 00100003221000 ATLANTIC BEACH 6UILD1 DEPT. 1477 MARCH wIEO CITY OF ATLANTIC BEACH APPLICAION FOR PLUMBING PERMIT Bldg. Permit# JOB LOCATION: OWNER OF PROPERTY: /,, ��,aL� Anry -,a, , BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, Ca. 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 _1 BATA TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 $ W i • ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE/0' U JEA Construction & Maintenance 1 2325 Emerson Street Jacksonville, FL 32207 Attention: ie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS o � -q 7 Please call me at_904-247-5826 if you have any questions. Sincerely, -2 / A ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address _ / t/ :7 7 Mke-s it 1/t ekj o de r- Date 4 - / 3 - 02-- Heated Square Footage 1270 @ $ per sq ft = $ i Garage/Shed per sq ft = S Carport/PorchV@ $ per sq ft = S Deck L@ $ per sq ft =11 *1 S Patio oseo ^@ $ per sq ft = $ TOTAL VALUATION : $ � 1 `70276 C/G0 $ fob Total Valuation 1st $ /oo , o00 ?-_ 0 2 $ 27- G Remaining Value $ per thousand o portion thereof TOTAL BUILDING FEE $ :73 G + 1/2 Filing Fee $_ 34. 2 ( ) Fireplaces @ $15 . 00 $ - 0 - BUILDING PERMIT FEE $ / 105 WATER IMPACT FEE $ S'3 O SEWER IMPACT FEE $ L 2 S O WATER METER/TAP $ JOS- CAPITAL IMPROVEMENT $ SEWER TAP $ — b-- ( id{a) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ --� — HYDRAULIC SHARES $ —0— CROSS O—CROSS CONNECTION $ 3 "qy) SURCHARGE . 0050 $ /!.9 Z 70 OTHER $ GRAND TOTAL DUE $ 3 3 3 2----- ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : RECEIVED f ci ONI nt1t;? r T u City of Atlantic Beach E;: ih'in,1 and Zoning City of Atlantic Beach• 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- FAX (904)247-5805• http://Www/ei.2tlantic-beaciL l.as BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOWNG OK DEMOLITION) DATE JOB ADD.AtESS APPLICANT ADDRESSPHON 0NN T,kGAI,nIrSCIt 'xION: BLOCKNUMBE LOT N1UN3I;Ii4d" G DISTRICT CONTRACTOR al \A1 STATE LICENU NUMBEJR ADDRESS PHONF, CITY . W I' STATE �: !dI' s t ��FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE r ' 6", fwo PRESENT USE ON I.,ANI)OR SUJLLDING(S) VAIXATION OF PROPOSED CONSTRUCTION Is this an addition? If yes,what are the dimensions of the added space: _feet by feet Will the added urena be heated and cooled?._ .—MY' New electrical or increase in cervico? ___ .,. New plumbing fixtures? ``y Naw fireplace? New beating/air conditioning? 1 ' Is approval or Homeowner's Association or other private entity required?_ If yes,please submit with this application, PROCEDURE: (In order to expedite issuance of permits, please follow all steps and grovide all information as appropriate.) SIVO 1. Verily zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and"Zoning Department at 944-247-5817. In order to correctly verify 7oniog designation,please have Property Appraiser's Rcal Fstate Number avaibble. STEP 2. Contact the City of Atlantic Beach .Department of Public Works to determine if a pre-construction or post-construction topog aptucal survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at. 1200 Sandpiper Lane,Atlantic Beach, FT, 32233 Telephone:(904)247-5834 28102 Received Time Apr . 30 . 12: 18PM STET'3. please submit Eucigy Curie Fug ns, Nutico of Culmncncum=t, Owntr/C:ontractor Affidavit if owner is contractor, and. four(4) complete sets of construction plans to the Building Deparrmenr, which is located at the Atlantic Beach City I1all, 300 Seminole Road,Atlantic Beach,FL 32233 Telctphonc.(904)247-5826 In addition to construction and engineering detail, plans,must contain the following information as appropriate for the type of work being purfurmcd. Sc ulc of drawings should be suiTicient to depict all required inzbrmadon in a clear and legible ananner. I. Current survey showing the property boundary with bearings and distances and the legal dencriptinn 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing andlor proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features, inclisding any juri%cliatinnal wetband.q, C.':Ct_'L,natural water bodirs. 6. Impervious Surface area calculations. (Swinuning pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. i I HEREBY CERTIFY THAT AL 'ORMATION PROVIDED WITAI THIS.APPLICATION IS CORRECT. SIGNATURE OF OWNER _—-----._.__ .ATh. I IIEREBY CERTIFY THAT I HAYS "AD AND EXAMINED Tt1AS AYI11,1CX17l0N AND KNOW TIIE SAME TO BE TRUE AND CORRECT. ALi, PROVISIONS Of THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GII `E AUTHORITY TO VIOLATE OR CANCEL TUE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING TT-;GOVE"ING OF CONSTRUCTION OR TRW,PERFORMANCE OF CONSTRUCTION OF THE PRO1P1E12'I"Y. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUF. AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA IIAV}, bB1EEN OR SHALL BE PROVAUE,D AS REOUIRED. SIGNATURE OF CONTRACTOR VATE ADDRESS AND CONTACT INFORMATION OF rXRSON TO RECEIVE ALL CORRESr®NDENCE REGARDING TIiIS APPLICATION (PLEASE I'M-1) NAME -�— , MAILIING ADDRESS ; f,-Ts�lt�o PHONE .��j,W—.�FAx �f� SWORN AND SUBSCRIBED BEFOR1E ME THIS�7 ,DAA(OF tx✓/ STATIN:OF FLORIDA,C`Rjil1B'Mtiyy,;pUVAL EN L.BFc,� NOTARY'S SIGN.ATU1 LU- ,tit AS TO OWNER—.= �onally known =� D0092737 ;C ❑ produced identification Type of identification produced �'i •• lbllc pVzGB''C/t AS TO CONTRACTOR: crsonally known ❑ Produced identification Type of identification produced :slat Received Time rApr , 30 . 12 : 18PM WATER IMPACT FEE WORK SHEET ADDRESS: f y /y ,l' (f//✓(,� GT'". DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 '2- Bathroom Bathroom group.consisting.of water closet, lavatory., bidet, and bathtub or shower 6 2-- Bathtub Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 �.- Drinking fountain r c L rl 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 2- Laundry tray (1 or 2.compartments) 2 Lavatory 1 2. 2- Shower compartment, domestic 2 Sink — G A Al2 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 ( y Water closet,.public installation 6 TOTAL NUMBER OF UNITS 57- . MULTIPLIED x 20 TOTAL$ S 3 O t RESIDENTIAL—CREc`_KLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - JFBC 104 .2 . 13 PLANS EXAMINER: 'b . (=0Rp DATE: G _ f3 OWNER: f S T G O AJ A --�$ER: OF-w Cr,, CONTRACTOR: S 7-e-0 A PHONE NUMBER: YG - 3 Z 4/7 ( CIRCLE ) 1. Survey: 1. Is a specific purpose survey submitted? Yes "o N/A 2. Is correct Flood Zone shown? Yes v*lgo N/A 3. Ase existing grade elevations shown for structures located in an "A" or "V" zone? Yes V,l!F,o N/A 4. On lots in multiple flood zones, are flood zone lines indicated? Yes; 0 N/A S. Is property in a flood way? Yes Yo Vfi/A 6. Is flood way line shown? Yes✓No N/A II. Site Plan: (FBC 104.2.41 1. Is site Plan submitted? Yea v No N/A 2. Is North arrow shown? Yes *"No N/A 3. Is lot width and length shown? Yes✓No N/A 4 . Is structure shown on site plan with all setback dimensions? Yes V44o N/A S. Does structure layout match the floor plan? Yes Vito N/A 6. Are drainage/storm water run-off requirements noted? Yest/No N/A 7. Are all easements shown? Yes�Olo N/A B. • Is proposed driveway shown? Yea W410 VA 9. Is landscape and irrigation layout shown? Yes* No dN/A V✓ 10. Is septic tank and drain field location shown? Yen No N/A ✓/ 11. Is L.P. gas tank k size shown? Yee No N/A✓ III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? Yes wN, N/A A. Are structural calculations submitted? Yes No N/A✓ 2. Is correct wind speed shown? (FBG Figure 16063 YesV�o N/A 3. Is exposure category shown? [FBC 1606.1.81 Yes;etico N/A 4 . Is Importance Factor shown per FSC Table 1606? Yes�elo N/A 5. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yes V 4o N/A 6. Does structure meet requirements of FBC Table 500 for number of stories and allowable area? Yem/No N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 for structural elements? Yes�'',y('o N/A 8. Are plane designed per SSTD 10-997 Yes✓No N/A .A. Are all appropriate charts and tables shown? Yes No NIA V01 B. Are all appropriate requirements circled or highlighted? Yes . No N/A✓� 1 R5IDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in HicrhWind Areas"? Yes No N/A� A. Are all appropriate charts and tables shown? Yes No N/A t.-" B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 10. Are plans designed per "WPPC Guide to Wood Construction in ✓ High wind Areas"? Yea No N/A A. Are all appropriate charts and tables shown? Yes No N/A 1o" 8. Are all appropriate requirements circled or highlighted? Yes No N/A 11. Are plans designed per "AF 6 PA Wood Frame Construction Manual for One- and Two-Family Dwellings, High Wind Edition"? Yes No N/A t/ A. Are all appropriate charts and tables shown? Yes No N/A ✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A IV.. Energy Code Information: 1 . Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yes✓No N/A 2. Does conditioned square feet area on plans match square feet shown on energy forms? Yes ✓No N/A 3. Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1.13 Yes ✓No N/A 4. Is the "R" value for added insulation on exterior walla shown? Yeao N/A 5. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.1) Yes✓bio N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yes?7o N/A 7 . Are Energy Credits Claimed? Yeew No N/A A. Attic Radiant Barrier credit [FBC 13-607.1.A.4) Yes"0 /A B. white Roof Credit [FBC 13-607.1.A.5) Yea v,'R/A C. Programmable Thermostat Credit [FBC 13-600.2.A.3.5) Yea VNoo N/A V. Foundation Plan: 1. Are all footings shown, including interior bearing walls, column pada and concentrated loads? Yes V o N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes V44o N/A 3. Are all elevation changes in slab shown? Yes Vf4o N/A 4. Is minimum concrete PSI shown? YesV14o N/A S. Is slab reinforcement shown? Yes V O N/A A. Wire mash size and gauge? Yea./No N/A B. Fibermesh reinforcement? Yes NO VI�/A V-" 6. Is vapor barrier, minimum 6 mil. shown? (FBC 1909.21 Yes ao N/A 7. Is minimum slab on grade thickness shown? (FBC 1909.11 Ye /�Jo N/A 8. Is type of soil treatment for termites shown? [FBC 18161 Ye::2o N/A / 9. Is perimeter slab reinforcement shown? [SSTD 10-993 Yes No N/At/ Do plans show bottom of foundation minimum of 12" below c finish grade? [FBC 1804.1.31 Yes v,No N/A 11. Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? [FSC 1804.5.11 Yes v110 N/A 12. If pile foundation shown, is Sealed Soils Report submitted? w/ [FBC 1805.13 Yes "/No N/A 13. Does plan indicate "No Wood Grade Stakes Permitted"? Yes No N/A Z gFSIDENTIA;d CHECKLIST (Continued) Vi. Typical Wall Section; 1. is finished grade shown? Yes V o N/A 2. Ie minimum floor elevation shown? YeaV4jo N/A A. Minimum e" above adjacent grade? Yes woo N/A B. Minimum—I.Q" ab9ve crown of road or drainage plan submitted? Yes No N/A`� C. Flood protection elevation? Yes1o�v N/A 2 D. Base flood elevation? Yes VNO N/A 3. Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 Yes vVo N/A 4 . Are all footing sizes shown? Yes " N/A S. Are all horizontal reinforcements shown? Yea ; N/A A. Number and size of reinforcement? Yes,,Xb N/A / B. Minimum lap? ' Yee No N/A✓ 6. Is vertical reinforcement shown? Yes*/No N/A / 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No"I/�- 8. Masonry construction. A. Is exterior wall finish shown? Yes No N/A✓ B. Is interior furring shown? Yes No N/A C. Is exterior wall insulation shown? Yes No N/A D. In interior wall finish shown? Yes No N/A-;-' 9. Wood Frame Construction A. Is scud size, spacing, grade and lumber species shown? Yea N/A B. Is exterior sheathing (type and thickness) shown? Yea o N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yes V14o N/A D. Is exterior wall finish shown? Yes4,Xo N/A E. Is interior wall finish shown? Yes✓No N/A F. Is wall insulation shown? Yes L,*o N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.5] Yes v'60 N/A H. Are shear wall segments shown? Yes.40 N/A A. Type of hold-downs shown? Yess.4o N/A 10. Are ceiling heights shown? [FBC 1203 .23 Yes bio N/A 11. Are all hurricane anchorage and hold-downs specified and labeled? Yes..-No N/A 12. Is ceiling type shown, drywall thickness? Yes u*o N/A 13. Are insulation baffles shown? Yes No N/AJ 14. Roof Framing A. Are engineered truants 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. Type of roof sheeting shown? Yes o N/A 1. Thickness of roof sheeting shown? Yea o N/A 2. Grade of roof sheeting shown? Yee veNo N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.13 Yes✓ , N/A D. Weight of Dry-In felt shown? Yee �No N/A E. Type of roof cover shown? Yes./f]o N/A 1. Attachment asphalt/fiberglass shingles shown? [FBC 1507.3.7) Yes✓No N/A 2. Attachment of tile roof shown? [FSC 1507.4.5) Yes No N/A✓ 3. Other roof cov ng and attachments shown? Yes o N/A V F. Length of roof overh shown? YeaV o N/A G. Type of soffit an ascia shown? Ye's no N/A H. Attic ventilation shown? Yes%.Ao N/A I. Location, type and thickness of flashing shown? [FBC 1503.2.1 and FBC 1507 , 3.91 Yes No N/A J. Type and gauge of eave metal shown? Yes VKo N/A• 15. Is anchorage of veneer shown? [FBC 14033 Yes No N/A 3 RESI ENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on / Application? Yes VNo NIA If "No", measure all Areas under roof from exterior wall to exterior wall 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? Yes "o N/A 3. Are all door and window sizes shown? Yes V40 N/A 4. Are all emergency egress openings shown? Yee y,4o N/A S. Is required tempered glass shown at all hazardous locations? [FSC 2405.21 Yeso N/A V 6 . Are all vertical reinforcements shown? Yes�o N/A 7. Are all shear wall segments shown? Yea o N/A a. Are all hold-downs and hurricane anchorages shown? Yes VAO N/A 9. Is required attic access ahown7 Yes4o NIA 10. Are all plumbing fixtures shown? Yes o N/A A. Is water heater size shown? Yee o N/A 11. Are all electrical fixtures shown? Yes VNo N/A A. Is arc fault circuit interrupter shown for bedrooms?. [NEC 210-121 Yes NO N/A✓ 12. Are all mechanical fixtures shown? Y a 9✓N`O N/A* A. Is air handler and condensor location shown? YesV10 N/A B. Are exhaust fans shown? Yes�o N/A 13. Are all smoke detectors shown? (FBC 905.2) Yea 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 11-211 Yes No N/A 15. Does bedroom open directly into garage? Yes No V4;/A• 16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Yes * o N/A 17. Is Designer's name and address shown on plans? Yea N/A 1s. Do egress doors and landings comply with FBC IOi2 .1.3 and FBC 1012.1.5? Yea✓ c, N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? Yes ao N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes%Ao /A 21. Does floor plan show fireplace? Yes No✓N/A A. Does masonry fireplace have a detailed cross-sectional detaii7 Yes No N/A B. Does pre-fabricated fireplace have copy of the manufacturer's specifications? Yes No N/A C. Is hearth size and detail shown? Yes No N/A D. Is mantel size, location and detail shown? Yes No NJA✓ 22. Are stair details shown? Yes No N/A✓ A. Is minimum stair width shown? [FBC Table 10041 Yes O' N/A• B. Are tread and riser sizes shown? (FBC 1007.31 Yes o N/A f C. Do spiral stairways comply with FBC 1007.8.27 Yes N N/A%/ D. Are required landings shown? [FBC 1007,41 Yea N/A E. Are handrail height, spacing and graspability details shown? (FSC 1007.5) Yes No N/A V- F. I* required headroom clearance shown? [FBC 1007.71 Yea No NIA V G. Are guardrail height, spacing and details shown? [FSC 1026.51 Yes No NIA 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.] Yes No NJA 24. If required, are tenant separations shown? Yes No N/A A. Duplex [FBC Table 704.11 B. Townhouse [FBC 704.41 4 RESIDENTIAL_ Et CHEMIST (Continued) VII. Floor Plan, (Continued) 25• Are all columns and beams shown for porches and lanais? Yes o N/A , A. Are column type, size and anchorage shown? Yes N/AO B. Are beam type, size, span and anchorage shown? Yes o N/A 26. Are all liriteT'anff bdam details shown? Yes No N/AV 27. Are engineering details provided for butt glass? Yee NO N/A VIII. Truso/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yesvto N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yea,,4o N/A 3. Framed Roof. A. Is rafter pian shown, including size, spacing, species, / grade of lumber, span and connections? YeaOWo.141A✓ B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes 00 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? Yesy-�o N/A V 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? Yes,4o N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Yes VOo N/A 2. Is joist plan provided, showing size, spacing, span, � / species, grade of lumber and connections? Yes VNO N/A 3. Is floor sheeting indicated, showing type, thickness ' and nailing pattern? Yee w4o N/A X. Elevations. 1. Does plan show four (4) elevations? Yes N/A 2. Are attic ventilation requirements shown? YesROO N/A 3. Are roof pitch and overhang shown? Yes N/A 4. Is chimney height and location shown? Yes No N/Air S. In cricket shown? (FEC 1507,3.9.41 Yea No N/AV/ 6. Are all lanai/porch details shown? Yes VfJo N/A 7. Does plan show solid blocking required for ridge vents? Yes No N/Ati/ 9. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (FDC 1503.4,4) Yen% No N/A ✓o 9. Are gutter, downspouts and splash blocks shown? Yes No N/A 5 u RASIDENTIAL CHECKLIST (Continued) XI. Structural Details. 1. Is basic wind speed shown? [PBC Fig. 16061 YesN/A 2. Are gable end bracing details shown? Yes o N/A 3. Are roof sheeting nailing zones shown? Yes p N/A 4. Are protection ofopening details shown? [FBC 1606. 1.4] Yes✓N N/A 5. Is importance factor shown? [FBC Table 1606] Yes VS/ 6. Is structure designed to withstand interior pressures7 Yes N/A 7. Is exposure category shown? [FSC 1606 .1.8) Yea N/A e, Are wind pressures for components and cladding shown? FBC Table 1606.28 Yes No A FBC Table 1606.2C 9. Are exterior windows and glass doors shown as approved by Yee ` No✓N/A independent testing laboratory and do they bear a label by HAMA or WDMA or other approved label? [FRC 1707.4.2] Yea,*No VN A 10. Are window and door installation and buck details shown? Yes No1/�i A il. Are mullion installation details and design criteria shown? Yes NoA 12. Are garage door positive and negative wind pressures shown as meeting re ' quirements of 1.5 X pressure. [FSC 1707.4.3] Yes No 13. Are garage door manufacturer's installation details provided? Yes No /A 6 rt,..vR►tum ciVCKtt-� T ti-t-IULNCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A (Project Name: Lot 17 Hidden Paradise Builder: Bestcon, Inc j Address: Lt 17 Hidden Paradise Permitting Office: Atlantic Beach City, State_ Atlantic Beach, F1 Permit Number: �,4 2-?1 Owner: ;? �-Ttcxl Jurisdiction Number. 261100 Climate Zone: North L_.....- .. ....... 1. New construction or exiting New y 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap:48.0 kBtu/hr — ` 3. Number of units,if multi-family I I SEER: 10.00 _ 4. Number of Bedrooms 4 b.N/A _ 5. 1s this a worst case? yes 6. Conditioned floor area(ft') 2200 ft' l c. N/A _ I 7. Glass area&type — a. Clear-single pane 0.0 ft' 13. Heating systems b.Clear-double pane 349.0 fP _ a. Electric Heat Pump Cap:48.0 kBtu/hr c. Tint/other SHGC-single pane 0.011' — HSPF: 7.20 _ d.Tint/other SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Raised Wood,Adjacent R=I 1.0, 1MOW — c. N/A b. Slab-On-Grade Edge Insulation R=0.0, 178.0(p)ft — a ` c. NIA 14. Hot water systems 9. Wall types — a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,875,0 W _ EF:0.91 — b.Frame,Wood,Exterior R=11.0,975.0 ft-' _ b. N/A c. Frame,Wood,Adjacent R=11.0,381.0 W — d.NIA c. Conservation credits t e. NIA (HR-Heat recovery,Solar 10. Ceiling types — DHP-Dedicated heat pump) l a. Under Attic R=30.0,1255,0 ft' — 15. HVAC credits PT, — b.N/A — I (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 1). Ducts = i PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AES:Garage Sup.R-6.0, 125.0 ft M&C-Multizone cooling, b.NIA MZ-H-Multizone heating) Total as-buil#points: 33682 PASS ii Glass/Floor Area: 0.16 Total base paints: 33909 I hereby certify that the plans and specifications covered Review of the plans and tOSrgr by this calculation are in compliance with the Florida specifications covered by this Energy Code. 4 calculation indicates compliance with the Florida Energy Code. 6- „b, PREPARED BY: Before construction is completed ` DATE: 2,- this building will be inspected for i i herebycern that this buildin as designed ` compliance with Section 553.906 Florida Statutes. °b compliance wi e F=ri -rgy C OWNER N ' BUILDING OFFICIAL: -� ' DATE: DATE: s. -- - EnergyGauge®(Version:FLR1 PB v3.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 17 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 2200.0 20.04 7935.8 Double,Clear N 1.5 6.0 12.0 19.22 0,94 216.5 Double, Clear NW 8.0 6.0 7.0 25.46 0.59 105.5 Double,Clear N 1.5 6.0 36.0 19.22 0.94 649.4 Double,Clear W 1.5 6.0 36.0 36.99 0.91 1216.2 Double,Clear S 1.5 15.0 12.0 34.50 0.99 410.2 Double,Clear E 1.5 13.0 16.0 40.22 0.99 639.6 Double,Clear E 1.5 13.0 12.0 40.22 0.99 479.7 Double,Clear E 1.5 15.0 48.0 40.22 0.99 1920.5 Double,Clear E 1.5 16.0 36.0 40.22 1.00 1440.8 Double,Clear N 1.5 6.0 30.0 19.22 0.94 541.2 Double,Clear W 1.5 6.0 30.0 36.99 0.91 1013.5 Double,Clear S 1.5 6.0 6.0 34.50 0.86 177,2 Double,Clear S 1.5 6.0 30.0 34.50 0.86 886.1 Double,Clear E 1.5 6.0 8.0 40.22 0.91 293.7 Double, Clear E 1.5 6.0 30.0 40.22 0.91 1101.4 As-Built Total: 349.0 11091.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 381.0 0.70 266.7 Frame,Wood,Exterior 11.0 875.0 1.70 1487.5 Exterior 1850.0 1.70 3145.0 Frame,Wood,Exterior 11.0 975.0 1.70 1657.5 Frame,Wood,Adjacent 11.0 381.0 0.70 266.7 Base Total: 2231.0 3411.7 As-Built Total: 2231.0 3411.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 24.0 6.10 146.4 Exterior 43.0 6.10 262.3 Exterior Wood 19.0 6.10 115.9 Adjacent Wood 19.0 2.40 45.6 Base Total: 610 307.9 As-Built Total: 62.0 307.9 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1190.0 1.73 2058.7 Under Attic 30.0 1255.0 1.73 X 1.00 2171.1 Base Total: 1190.0 2058.7 As-Built Total: 1255.0 2171.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 178.0(p) -37.0 -6586.0 Raised Wood,Adjacent 11.0 180.0 0.70 126.0 Raised 180.0 -3.99 -718.2 Slab-On-Grade Edge Insulation 0.0 178.0(p -41.20 -7333.6 Base Total: -7304.2 1 As-Built Total: 358.0 -7207.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge61ResFREE'20D1 FLR1 PB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 17 Hidden Paradise,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2200.0 10.21 22462.0 2200.0 10.21 22462.0 Summer Base Points: 28871.9 Summer As-Built Points: 32236.5 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) 32236.5 1.000 (1.090 x 1.147 x 1.00) 0.341 0.950 13067.7 28871.9 0.4266 12316.8 1 32236.5 1.00 1.250 0.341 0.950 13067.7 EnergyGauge7m DCA Form 600A-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 17 Hidden Paradise,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X. BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2200.0 12.74 5045.0 Double,Clear N 1.5 6.0 12.0 14.30 1.00 172.1 Double,Clear NW 8.0 6.0 7.0 14.03 1.03 101.0 Double,Clear N 1.5 6.0 36.0 14.30 1.00 516.2 Double,Clear W 1.5 6.0 36.0 10.77 1.02 396.7 Double,Clear S 1.5 15.0 12.0 4.03 0.99 48.1 Double,Clear E 1.5 13.0 16.0 9.09 1.01 146.5 Double,Clear E 1.5 13.0 12.0 9.09 1.01 109.9 Double,Clear E 1.5 15.0 48.0 9.09 1.01 439.1 Double,Clear E 1.5 16.0 36.0 9.09 1.01 329.2 Double,Clear N 1.5 6.0 30.0 14.30 1.00 430.1 Double,Clear W 1.5 6.0 30.0 10.77 1.02 330.5 Double,Clear S 1.5 6.0 6.0 4.03 1.12 27.0 Double,Clear S 1.5 6.0 30.0 4.03 1.12 135.1 Double,Clear E 1.5 6.0 8.0 9.09 1.04 75.3 Double,Clear E 1.5 6.0 30.0 9.09 1.04 282.4 As-Built Total: 349.0 3639.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 381.0 3.60 1371.6 Frame,Wood,Exterior 11.0 875.0 3.70 3237.5 Exterior 1850.0 3.70 6845.0 Frame,Wood,Exterior 11.0 975.0 3.70 3607.5 Frame,Wood,Adjacent 11.0 381.0 3.60 1371.6 Base Total: 2231.0 8216.6 As-Built Total: 2231.0 8216.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 24.0 12.30 2952 Exterior 43.0 12.30 528.9 Exterior Wood 19.0 12,30 233.7 Adjacent Wood 19.0 11.50 218.5 Base Total: 62..0 747.4 As-Built Total: 62.0 747.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1190.0 2.05 2439.5 Under Attic 30.0 1255.0 2.05 X 1.00 2572.8 Base Total: 1190.0 2439.5 As-Built Total: 1255.0 2572.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 178.0(p) 8.9 1584.2 Raised Wood,Adjacent 11.0 180.0 3.50 648.0 Raised 180.0 0.96 172.8 Slab-On-Grade Edge Insulation 0.0 178.0(p 18.80 3346.4 Base Total: 1757.0 As-Built Total: 358.0 3994.4 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeOResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lt 17 Hidden Paradise, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2200.0 -0.59 -1298.0 2200.0 -0.59 -1298.0 Winter Base Points: 16907.6 Winter As-Built Points: 17772.3 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) 17772.3 1.000 (1.069 x 1.169 x 1.00) 0.474 0.950 9992.7 16907.5 0.6274 10607.8 1 17772.3 1.00 1.250 0.474 0.950 9992.7 EnergyGaugeT"'DCA Form 600A-2001 EnergyGauge®lResFREE'2001 FLR1PB v3.21 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lt 17 Hidden Paradise,Atlantic Beach, FI, 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 2746.0010984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12317 10608 10984 33909 1 13068 9993 10622 33682 PASS Ot 14E S r42F,� 1�CODWE �� EnergyGaugeTll DCA Form 60OA-2001 EnergyGaugeOlResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lt 17 Hidden Paradise,Atlantic Beach, FI, 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/sq.ft.window area; .5 cfm/sq_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 j from,and is sealed to,the foundation to the top late. _ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,_penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts, chases, soffits, chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is _ installed ,that is sealed at the 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_ABCA_.2_5 Air barrier on �erimeter 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 or exceeded by all residences.) _ __. COMPONENTSSECTION REQUIREMENTSJ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)-_or cutoff(gas)must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency_of 78%. - Shower heads 612.1 _ Water flow must be restricted to no more than 2.55 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 j 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 EnergyGaugeO/ResFREE'2001 FLRIPB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.0 The higher the score,the more efficient the home. Lt 17 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-tamily Single family - a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.00 4. Number of Bedrooms 4 _ b.N/A 5. Is this a worst case? Yes 6. Conditioned floor area(W) 2200 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 W - 13. Heating systems b. Clear-double pane 349.0 ft' _ a. Electric Heat Pump Cap:48.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ftl _ HSPF:7.20 _ d. Tint/other SHGC-double pane 0.0 ft, b. N/A _ 8. Floor types _ a. Raised Wood,Adjacent R=11.0, 180.0ft' _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0,178.0(p)ft a N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,875.0 ft2 _ EF:0.91 _ b. Frame,Wood,Exterior R=11.0,975.0 ftZ _ b.N/A _ c. Frame,Wood,Adjacent R=1 1.0,381.0 ft' _ d. NIA _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10, Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1255.011' _ 15. HVAC credits PT, _ b.N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Progranunable Thermostat, a. Sup:Unc, Rel:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) -T 14E SZ4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed ti „ o� based on installeda c: m Builder Signature: (//j/ Date: S �v - . Address of New Rome: li v uy/FL Zip: � L ~r'1' ODS WE *NOTE: The homes estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. 1f your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'Mdesignation), your home may qualms for energy efficiency mortgage(EEM)incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRI PB v3.21) DATE: 4/18/02 MANUAL "J" SUMMARY REPORT --.-----_------ Prepared For: Prepared By: Bestcon, Inc R.B. Ellis Energy Design Systems Job Name: Lt 17 Hidden Paradise *********************************************************************** DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%} 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 43444 1448 37698 1571 HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 4/18/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon, Inc R.B. Ellis Energy Design Systems Job Name: Lt 17 Hidden Paradise ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 78 48 150 66 7 349 COOLING 1950 1920 11100 4884 371 20225 HEATING 2496 1536 4800 2112 224 11168 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 2231 2231 COOLING 5578 5578 HEATING 8924 8924 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 62 62 COOLING 818 818 HEATING 1283 1283 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 178 6479 RAISED WOOD 180 234 576 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1255 1945 1883 SGL ASSEMBLY KNEE WALL ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 4378 Lights & Appl. Load 1200 Latent Safety Btuh 219 Ventilation Load Duct Heat Gain 3141 Infiltration Load 2611 Sensible Safety Btuh 1706 TOTAL SENSIBLE LOAD 38958 TOTAL LATENT LOAD 4597 Summer ACH 0.4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 47910 BTUH Or 3 . 99 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9619 Ventilation Load Duct Heat Loss 1516 Safety Btuh 1997 Winter ACH 0 .7 *** Total Heating Load 43444 BTUH Or 3 . 62 Tons*** OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 6/5/2002 CONSTRUCTION JOB ADDRESS: Lot 7&8 Block 8 Osceola Ave Jacksonville Beach, Florida 32250 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: NIA FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: NIA Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: NIA Spacing: N/A NIA Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: NIA N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: NIA CRAWL SPACE-Ground Cover: N/A TV-ents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: NIA Material over Tile: NIA FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: NIA Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: NIA Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 1 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement TSIUM N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size:Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish &Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 TSIump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing:'h"x 10" 32"O.C. Location:At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls;ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 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 Cedar Impressions(front)&Mainstreet Size: Varies (Sides&Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade&Species Size Spacing Greatest Span Each 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 NIA 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: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# ---7Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6'steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 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/Popcorn '/2" Ceiling Nailed 3 Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed WilsonArt 4"WilsonArt None panel Master Bath Chadwood or Estate Recessed WilsonArt 4"WilsonArt None panel Guest Bath Bath#1 Chadwood or Estate Recessed WilsonArt 4"WilsonArt None panel Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: NIA Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A TBond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY __7 Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent:4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 14. PLUMBING: Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2 House to Kitchen Sink CPVC SCD40 Glue 3/"TO %z" House to Refrigerator CPVC SCD40 Glue 3/"TO %2" House to Dishwasher CPVC SCD40 Glue 3/"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 2467126 Page 10 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet& Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Eljer C/I 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15.ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wail bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •3acksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Wails: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Miliwork:.COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19.SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name& Model: N/A Roof Ventilator Brand Name&Model: N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name& Model: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER: Loncarvic Lot 7&8 of Block 8 Williams Coastal Boulevard Heights 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St. Augustine Number and species of plants: 30-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: Manufacturer and INSTALLATION ITEM Model/Style DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico- Monte Carlo, N/A Fascination or Illumination Floor Coverings—Vinyl Armstrong - Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A NIA Cabinets,Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A NIA Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, Fertilizing & See Above N/A Labor N/A N/A N/A NIA N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 5 /30 12002 Re: Wind Loading Requirements For Lot" 1*7 1+1A#(*%ft goq�kk,k, (-�-�t � Ige'V4� FI. 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 tWthru #13 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerel U Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 1"1 141W 15N eaM11E ATL-R N'l.- &CACV , 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: t4 RY 2002 5 !3 o/or Date Sheet 15/01 601t E 0 v e -lei e �5 u hTc<-,t na.,Lj Yes ► � e e. in a% s A:L%e• Po Uui"-cam 5true tLLcA L q t M FLDor- L/ o o F TY-L, sic sF!a a r iY;L1!!cl ► Fra vn i�r►c� 5 e-e- !I Yo / see Scti " uti+ arcQ+��ec,tu.rc.Q ro ecuu& .0 - /Av%d o Y J,E to S-L eAm ••n! :— ��2 f1 3 (o b o Lb rR) l .o - e•� Pepe vvlLess NOt J o IA&e•cWiSe 1 #9 RocQ uv► 98`o-c- awQ Q-(7 cot-A+ers goo 4- S na•i Lw p�uw1 `— SSC Cuw..wwIA wife- 'Ac-, o-c- TI l P�ti�CI Lim s �.poY ts. ��less �ot� pbti►eX��se . goo 24 i5 r ��uor Q reA C T-AcU Ata* po(j tQ s DUeYkc."&3s—) 7-"d PE � , OP Re- iJ DATE: Sheet Z of W VNd S G l O M�1� C 3 Sc t1►S b) 5 tY-AtWt- LCJJ J i .... ImpoAtma EHctor, I - 0 W to�%A tonne, 9u66 s r�iw� e � F tje.5 t;•.,,, -Cnc U*f i e-f- of L'tb`"� ► S '1/I6~ 4.AL P'I*A Fay ► to vn PY. Q ..rte Shown 6Cto _ C ) TABLE 1606J.4 WIND 3ORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER.SPACING(In.)f- TYPE Panel Span 5 2 It 2 ft<Panel Span 4 tt<Panel Span 6 tt<Panel Span <4ft <aft <att 2 1/2 86 Wood Screw3 16 16 12 9 21/2#8 Wood Screws3 16 16 16 12 Double-Headed NailO 12 6 4 3 SI:I indK25.4 mm 1 foot--305 mm Noss: I. Tbis table is based on a maximum wind speed of 130 mph(58.rNs)and mean roof height of 33 feet(10 m)or less. 2. Fasteners shall be installed at opposing ends of the wood structural pend. 3. Where screws—attached to masonry or masonry/stucco.they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 49016(2180 kN). 4. Nails shall be Itld rnmmau or 12d box double-headed nails. / A c� p p�a3 S It,c. S tYW�� vii l ll 6e- C/� L.--"(_f al,Vs, t�,S ar op e&-% axe. C Y / 1J a P � qvw. uPufs1 � C toWTrn,"t AUAW. u Wi'94r Fir 9A COW-MAO--\ N+��t s p4te PMUt ju - Sz Ibs 165 VLAq, wru Pt- per Ft- O-A !nom 04 its t-s to s tnmw e a'e��bs'� �0� � ) 3Ci) goo; 1ro< U-A l-t::w-jaJ i I DATE: Sheet _of 35 Irv'Ji 124®I c v• Ste) f Z-�G � 3 S 2 01A N �12a C:'' S tech, g0j. O-A (go O-G n'fej / �0 v J44b 10 104") C(,33) /5 Is32PP1= w� 415 9011 ono O,c, ="X,- ) 0.3 ?01 41 D} f�33) !�j tto`#� � ' �• N IA- C� Fr i (01A +A 36 &R, o•S AP IFes-► ore5ser �'-m ►SooPsi F� = PAZ,- 3(,000 P,', A Ap= IT-2L b - 6 e FF«E -�Y✓b�.cd. —� �1 llcr� T�,►s�w, = Zf9O lbs aY t 99 0 lbs E-- ��-�-► k�,�tS �r )!►f$ WLk r.ouoJ Steel A36 WAS4-rr... a►.��u �Q Fb�Flu�,l =2?-..1cs Cstcr' -�krt = Cq oo)LI•??j = 53Z P�► 54 S psi .,4 -MuvAd%t-;= to•,5-r) Co--rsX�SXS•4��C�.14)=4c�tb.;..�r:.�Fb :M/s =`ia io-ov2G _ ;J 5299L(270001(t 331 of u-� 5 bar ilMoQ I "siwt OIA A A(-4or 'BoULS 35 j a -- Bitd i l�n.�A 1�1 e T c► rr v� '/Z�� A 3G , 4,,,,,,bG - t uh c vet --,-) Ft o Ibs (sGe above) A L(uu r,ole S'Ae�,, I/Z.'. + AIC ho its = 35D `� F>'-► Ab or o-Q Hb F� /� tiu�.��J�� 'Si,�r= 35°�C15ao)(o•Z) = 19 5? lbs o r �o•IL�fo-L)( 36,000) = 869 Ibs till I I I 111111111111111111 ill l Ililttlllllill{{{I{Itl{IIIIf11it1t111i1p111111111I111I1it111tt111{!11111 111 ItIt111I11I1I11111111tlllltl!{ill{I{fllllllflllllllllllllllllllllllilli{IIItIIlllllllllilllilliilllilllt111111!itllllllllllllt11111tlilllllllllllllllllttltlllllll r m TABLE 1606.2A .� 0 MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B r- i Horizontal loadsz Vertical Loads (psf) Max.HorisonUl Wall LoadN(paf) N Windward n End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) Well Roofs Wali Roof' Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-.5---- 1 .8 - .7 .5 -4.0 -15.4 -8. -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8 0 17.8 11.9 -2.6 -15.4 -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 7.9 5. .8 4.8 -7.5 -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 1 -8.8 1 -10.7 1 -6.8 -21.6 1 -16.9 10.0 1 -7.5 1 7.2 1 -5.8 100 Transverse 0-5 15.9 10.5 1 -4.9 -19.1 1 -10.8 1 -13.3 -8.4 -26.7 1 -20.9 12.0 1 -9.3 1 8.8 1 -7.2 20 1 22.0 1 -5.8 1 14.6 1 -3.2 1 -19.1 1 -13.3 1 -13.3 1 -10.1 1 -26.7 1 -20.9 15.0 1-12.5 1 10.8 1 -9.3 F3-0 <. an le<_ 45 1 17.8 1 12.2 1 14.2 1 9.8 1 6. -10.8 1 5. -9.3 1 -6.3 1 -7.2 i 13.0 1-10.1 1 11.3 1 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 .13.3 1 -8.4 1.26.7 1 -20.9 112.0 1 -9.3 1 8.8 1 -7.2 110 Transverse 0-5 19.2 .10.0 12.7 -5.9 .2-3.1 1 -13.1 1 -16.0 1 -10. -32.3 1 -25.3 15.0 1-11.3 1 10.7 1 -8.7 20 .6 -7.0 7.7 -3.9 -23.1 -16.0 -16. -12.2 -32.3 -25.3 118.0 1-15.1 13.1 -11.3 30 < an le 21.6 1 14.817.2 1 11.8 1 8. -13.1 1 7.2 1 -11.3 1 -7.6 -8.7 16.0 -1212 13.7 -10.1 Longitudinal All Angles 19.2 -10.0 1 12.7 1 -5.9 1 -23.1 1 -13.1 1 -16.0 1 -10.1 1 .32.3 1 -25.3 15.0 1.11.3 1 10.7 -8.7 120 Transverse 0-5 22.8 - 1.9 15.1 -7.0 .27A .1 5.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 20 31.6 -8. 1.1 -4.6 -27A -19.1 -19.1 -14.5 -38.4 -30.1 22.0 -18.0 15.6 =13.4 30 < an I < 45 1 25.7 1 17.6 1 20.4 1 14.0 1 9. -15.6 1 8. -13. -9. -10.3 19.0 44A 1 16:2 -42.1 Longitudinal All Angles 22.8 1 -11.9 1 15.1 1 -7.0 1 -27.4 1 -15.6 1 -19.1 1 -12.1 -38.4 1 -30.1 17.0 -13.4 1 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 -9.8 124.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < angle 30.1 0.6 4.0 1 .5 11.6 -18.3 10.0 -1 .7 -10.6 -12.1 .0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13,9 17.6 -8.2 -32.2 -18.3 -22A -14.2 -45.1 -35.3 20,0 -15.7 14.9 -12.1 140 Transverse 1 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16. 1 -52.3 -40.9 24.0 -18.2 17.3 -14.0 .� 20 43.0 -11.4 .T 1 -6.3 1 -37.3 -26. -26.0 -19.7 -52.3 0.9 29.0 -24.5 21.2 -18.2 r 30-< an le 3.9 27.8 1 19.1 1 13.4 -21,2 11.7 -18. -123 -14.0 26.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 1 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -18.2 17.3 -14.0 0 a 150 Transverse 0-5 35.7 -18.5 23.7 -11. 2.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 07 49A -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 U0 .28.1-.-- 4.4 - 0.9 c r 30 < an 40.1 -14.1 7.4 31.9 .0 15.4 -24.4 13.4 -20.9 -16.1 30.0 -22.6 25. le4 - 8.9 z Longitudinal All Angles 35.7 -18.5 23,7 -11.0 -42.9 -24.4 -29.6 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 n For SI: I ft2=0.0929 m2. 1 mph=0.447 m/s, i degree of angle=0.01745 rad,I psf=47.88 N/m2. O M Notes: t 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). m 3 If pressure is less than 0,use 0. c 4 Pressures shall be applied in accordance with Figure 1606.2(b). r 0 z 0 DAM Sheet _ of 6) �,a4 2-01) :1 crAo-riA, (Za r 3 Building,simple diaphragm:A building which complies 4 with all of the following conditions: 4LONGT�p 1. enclosed building, 4E 3 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 �_ ,�LONGIT 3. mean roof height, h, does not exceed least horizon- ROOF ZONE tal dimension, ANGLE 4. building has an approximately symmetrical cross section, ZONE 5. building has no expansion joints or structural sepa- 1 LON�DINAL f rations within the building, 1ELONcmfolNAL a s' 1E 6. wind loads are transmitted through floor and roof �✓ diaphragms to the vertical lateral-force-resistingMW _ systems, and ""NDE 7. if the building has moment-resisting frames, roof slopes do not exceed 30%. FIGURE iwe.2b MAIN WIND FORCE LOADING DIAGRAM WMVDVAMID ROOF WINDWARD ROOF LEEWARD ROOF 71 LEEWARD ROOF LL - S In t/2 W L TRANSVERSE ELEVATION LONGRUDMW.ELEVATION FIGURE 1608.20 APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.20 HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mean Exposure Roof Hoot 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 So 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. DATE: 04101/02 -T -T - ------- I I I � I IF , q I I i I I I W Q n _.J FIRST FLOOR ELECTRICAL PAGE BUILD SET SCALE: 1/4" = 1 FOOT f ste Sheet �4 t 51�eo�r- Wc, s Rv&aFn,r d5 ttoy •,.Ja, ,1�- sPg► �� W C) cs-�N *was.f- W10&-t- cr; LJ; 6 e— IBJ r-,U © For 'trC lbslFL) 14 = 1 Z pk ► oY�c� -C255z.)C ) - C loo' 1(gd 5 $ �� { 1 BATI ' Jy � BATH I 4 f rw ' BEDROOM { i { - �,J4 BEDROOM QOSET 51TTIW- .J4- MASTER BDRM PORCH� P o Sec Floor Sie>r UJ f2T �^1owt PAGE 1 ate: 05/13/2002 MANNING BUILDING SUPPLY LOG # : B0320F TRUSS DIVISION JOB # : JACKSONVILLE salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: Address : 2440 South Beach Parkway Address : LOT 17 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KA ---------------------- ---------------------------------------------------------- '`Qty Span I Left I Right I Description I I -------------------------------------------------------------------------------- ** I-Joist' s ** 1 16 F1 WI60 - 16" x 2 . 5" 3 10 F2 WI60 - 16" x 2 . 5" 8 20 F3 W0I60 - 16" x 2 . 5" 3 8 F4 WI60 - 16" x 2 . 5" 2 20 F5-F6 WI60 - 16" x 2 . 5" 2 18 F7 W0I60 - 16" x 2 . 5" 4 20 F8 W0160 - 16" x 2. 5" 7 16 F9 W0160 - 16" x 2 . 5" 4 24 F10 W0160 - 16" x 2 . 5" ** Rim Board ** 14 12 16" Fiber Strong @ 1 . 25" ** Beams ** RAISED 1 8 BM1 GPLAM 1611 1 10 BM2 GPLAM 16" SEALS 2 12 BM3 GPLAM 16" 2 10 BM4 GPLAM 16" 2 20 BM5 GPLAM 16" ** Hardware Floor ** 18 M MIT316 Top Mt 16"/60 2 S HGUS412* 2-ply GPLam Hanger ------ - - -------------------------- ---------------------------- ---------------- 0 Trusses 20 # of Hardware 34 # of I-Joist 0 - Piggy' s -- -0 Jacks ------- 8 - # of Beams 14 - # of Rim Board 0 - Total Trusses r r c f f �. / i F r r R f P F COMPOSITE WOOD ITT/ITTM/MIT/HITPRODUCTS HANGERS Some model configurations may differ from those shown on page 76. Contact factory for details. POSITIVE ANGLE NAILING t Correct Nailing Nail Too Long Nail at Wrong Angle Do Not Bend Tab Back NAILER TABLE OPTIONAL NAILING FOR INCREASED UPLIFT This table indicates the maximum allowable loads for ITT/MIT/HIT hangers used on wood nailers. Allowable UPIIft The header nail type must be substituted for those Model Fasteners Loads listed in other tables. Top Face Joist (133) (150) Header Allowable Load 4-10dx1Y 4-10dx1Y 4-10dxly, 485 575 Model Nailer ITT 4-10d 4-10d 4-10dxiY 485 575 Nailing OF/SP- SPF LSL 4-16d 4-16d 4-10dxly 485 575 2x 6-10dx1Yz 1200 1215 1230 4-10dx1 y 4-10dx1 y 4-10dx1 y. 480 575 3x 6-16dx2Yz 1550 1550 — ITT Series 2.2x 6.10d 1200 1215 — MIT 4-16d 4-16d 4-10dx1Y 480 575 4x 6-16d 1550 1550 — 4-16d 4-16d 6-10dxiY 710 850 2x 6-10dx1Y 1570'` 1440 1605 4-16d 6-16d 4-10dxiy 480 575 3x 6-16dx2Yz 1975' — — HIT 4-16dx2y, 6-16dx2Y 4-10dx1Y 480 575 MIT Series 2-2x 6-10d 1570 1255 4-16d 6-16d 6-10dx1y 720 850 4x 6-16d 2250' — — 3x 10-16dx2Yz 2835 — — 1.Loads are based on Doug Fir,and have been increased 33%and 60% HIT Series 2-2x 10-10d 2525 _ _ for wind or earthquake loading with no further increase allowed. Reduce according to the code for normal loading criteria such as 4x 10-16d 3050' — — in cantilever construction. 1.These hangers may deflect an additional 1/32"at design load. 2.Web stiffeners are required on 1-joist for additional nailing. IT SERIES WITH VARIOUS HEADER APPLICATIONS C Fasteners Allowable Loads Header Type Z o Model Top Face Joist Uplift1 ) (160) LVL PSIift ! LSL DF/SP', SPF I-Joist Masonry w -- --- -- 4-10dx1y, 2-10dxiy 2-10dxiy 245 285 1235 1225 1435 1235 1065 1050 ITT Series' 4-10d 2-10d 2-10dxiy, 245 285 1450 1300 1435 1615 1200 — — ► = 4-16d 2-16d 2-10dxiy 245 285 1500 1535 1500 1750 1315 — — N ITTM Series 3-Titen3 2-Titen3 2-10dxiy 2251 2255 — — — — — — 1545° 4-10dxiY 2-10dx1y 2-10dxiy 240 290 2035 1500 1605 1950 1115 1230 — MIT Series 4-10d 2-10d 2-10dxiy 240 290 2335 2000 1605 2400 1665 — — 4-16d 2-16d 2-10dx1y 240 290 2650 2000 2115 2400 1665 — — T HIT Series 4-16d 6-16d 2-10dx1y, 240 290 2550 2050 2500 3050 1950 — — 0 o 1.Loads may not be increased for short-term loading. 4.ITTM toads are based on 2000 psi minimum concrete or grout. N 2.Uplift loads are based on Doug Fir,and have been 5.ITTM uplift loads apply only when 2 top flange face screws are installed. increased 33%and 60%for wind or earthquake 6.I-Joist headers with SPF flanges only support 755 lbs. loading with no further increase allowed.Reduce 7.I-Joist header with LVL flange less than 11/2' thick only support 895 lbs. according to the code for normal loading criteria like 8.Structural composite lumber is laminated veneer lumber,Parallam®PSL 1P cantilever construction. and TimberStrand®LSL. 3.Top and face fasteners are only required when installed 9.Minimum LSL header thickness 11/2"to achieve ITT table loads. on top of the wail.Header fasteners are 3/,s"x 21/4"Titen screws,see page 8. Parallam°and TimberStrand'are registered trademarks _— of Trus Joist,a Weyerhaeuser company, 77 Face Mount Hangers Composite Lumber Dimensions Fasteners Allowable Loads Joist Model Ga DF/SP Species Header SPF Species Header Size No. W H B Face Joist Uplift Uplift I Floor Snow Root Floor Snow Roof (133) (160) 100) 115) 125) 100) (115) (125) 1%x 7y, HU7 MIN 14 1% 61X6 2y 12-16d 4-10dx1y 480 575 1610 1850 2010 1390 1600 1740 HU7 MAX 113/+. ex 2y 16-16d 8-10dx1 y 960 1150 2145 2465 2680 1855 2135 2320 HUS1.81/10 11 8r/ 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 911 9y HUG)MIN 14 11X6 96/i6 2y 18-16d 6-10dxiy 720 865 2410 2775 3015 2090 2400 2610 HU9 MAX 173/+6 9%, 2yz 24-16d 10-10dxiy 1200 1440 1 3215 3700 4020 2785 3200 3480 HUS1.81/10 113/, 8% 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 111%X HU11 MIN 14 173/18 11X6 2y 22-16d 6-10dxly 720 865 2950 3390 3685 2550 2935 3190 tlw HU11 MAX 113/18 11X6 2y 30-16d 10-10dxiy 1200 1440 4020 4315 4405 3480 4000 4350 HUS1.81/10 14 11%, 87% 3 30-16d 10-16d 2845 3000 4900 5045 5145 4355 5010 5145 1%x 14 U14 16 113X6 10y4 2 14-16d 6-10dxiy 720 865 1860 2140 2330 1610 1850 2010 PIP HU14 MIN 14 11%, 131Xe 2y 28-16d 8-10dxiy 960 1150 3750 4110 4180 3250 3735 4060 HU14 MAX 1% 13'X. 2yz 36-16d 14-10dxiy 1680 2015 4540 4730 4855 4175 4730 4855 21X,x HU2.75/10 MIN 14 2% 9 2Y214-16d 6-10dx1y 720 865 1875 2155 2345 1625 1870 2030 PIP gy-gy HU2.75/10 MAX 2% 9 2yz 18-16d 10-10dx1 y 1200 1440 2410 2775 3015 2090 2400 2610 HGUS2.75/10 12 2 &Xe 4 46-16d 16-16d 3415 4100 7890 8665 8665 6745 7280 7280 HU2.75/12 MIN 2% 10% 2y 16-16d 6-10dx1y 720 865 2145 2465 2680 1855 2135 2320 21X8 xr HU2.75/12 MAX 14 11y-11/ 2% 1 10% 2y 22-16d 10-10dxiy 1 1200 1440 1 2950 3390 3685 1 2550 2935 1 3190 tfA� HGUS2.75/12 12 2 1015 4 56-16d 20-16d 3985 4780 9205 9205 9205 7730 7730 7730 HU2.75/14 MIN 2% 13 2y 18-16d 8-10dx1y 960 1150 2410 2775 3015 2090 2400 2610 2'X8 x 14 HU2.75/14 MAX 14 2% 13 2yz 24-16d 14-10dx1y 1680 2015 3215 3700 4020 2785 3200 3480 HGUS2.75/14 12 2 12 4 66-16d 22-16d 4555 5000 9605 9745 9745 8185 8185 8185 HU2.75/16 MIN 2% 14X8 2yz 20-16d 8-10dxiy 960 1150 2680 3080 3350 2320 2670 2900 2%x 16 HU2.75/16 MAX 14 �3; 14X. 2y 26-16d 14-10dxiy 1680 2015 3485 4005 4355 3015 3470 3770 HGUS2.75/14 12 '2% 12+ 4 66-16d 22-16d 4555 5000 9605 9745 9745 8185 8185 8185 1 HU48 MIN 14 37X 61%, 2y 10-16d 4-10d 605 725 1340 1540 1675 1160 1335 1365 3y x 7y4 HU48 MAX 38 ON_ 2y 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 HGUS46 12 3% 41,1. 4 20-16d 8-16d 2275 2735 3755 4320 4695 3185 3660 3980 HGUS48 3% 71/,6 1 4 36-16d 12-16d 2650 2650 6245 7185 7810 5335 6135 6665 U410 16 394 8K 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 1 2010 HUS410 3XG 2 8-16d 8-16d 2160 2590 2010 2310 2510 1650 1900 2065 3y x HU410 MIN33y 8 2y 14-16d 6-10d 905 1085 1875 2155 2345 1625 1870 2030 9y4"9Y2 HU410 MAX 14 3W 85/ 2y2 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 HHUS410 3ye 9 3 30-16d 10-16d 2855 .3430 5190 5900 5900 4385 5040 5480 HGUS48 12 3j 71/164 36-16d 12-16d 2650 2650 6245 7185 7810 5335 6135 6665 z HGUS410 3 87 4 46-16d 16-16d 3415 4100 7890 1 8665 8665 1 6745 7280 7260 o U410 16 3%, Ely, 2 14-16d 6-10d 890 1065 1860 2140 2330 1610 1850 2010 HUS412 3X 10y 2 10-16d 10-16d 2700 3240 2510 2885 3140 2065 2375 2580 CD 3y x HU412 MIN 39(, 105/ 2 2 16-16d 6-10d 905 1 1085 2145 2465 2680 1855 2135 2320 s 11y4"11% HU412 MAX 14 3We 10%18 2y 22-16d 10-10d 1505 1810 2950 3390 3685 2550 2935 3190 + o HHUS410 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 HGUS48 12 3% TA6 4 36-16d 12-16d 2650 2650 6245 7185 7810 5335 6135 6665 N HGUS412 3% 101/16 4 56-16d 20-16d 3985 4780 9205 9205 9205 7730 7730 7730 U414 16 3% 10 2 16-16d 6-10d 890 1065 2130 2445 2660 1840 2115 2300 fP a HU416 MIN 3 13 2y2 20-16d 8-10d 1205 1 1445 2680 3080 3350 1 2320 2670 2900 a 3y x 14 HU416 MAX 14 3W6 135/ 2y 26-16d 12-10d 1810 2015 3485 4005 4355 3015 3470 3770 p HHUS410 3% 9 3 30-16d 10-16d 2855 3430 5190 5900 5900 4385 5040 5480 o HGUS414 12 3% 121/6 4 66-16d 22-16d 4555 5000 97451 9745 9745 8185 18185 8185 PP N 0 1.10d common nails or 16d sinkers(9 gauge x 31/:)may be used 4.MIN nailing quantity and load values—fill all round holes; instead of the specified 16d nails at 0.84 of the table load value. MAX nailing quantity and load values—fill all round and triangle holes. 2.16d sinkers(9 gauge x 31/:)may be used instead of the specified 5.Structural composite lumber is laminated veneer lumber(LVL), 10d commons with no load reduction. Parallam®PSL and TimberStrand*LSL. – 3.Uplift loads based on Douglas Fir have been increased 33%and Parallam and TimberStrand are registered trademarks of Trus Joist, 60%for earthquake or wind loading with no further increase a Weyerhaeuser company. –_ 1() allowed.Reduce by 33%and 60%for normal loading such as in cantilever construction. 73 Georgia-Pacific WIDE OPENT"w OD B AM® Engineered Lumber Specifications Introducing the new WIDE OPEN" WOOD I BEAM" Joist from Georgia-Pacific. The leading WIDE flange I joist just got better with the addition of pre-cut web openings for faster, easier installation of most mechanical services. to The 16" deep, Wide Open series joist is an advanced pre-engineered wood product that utilizes Georgia-Pacific technological expertise in wood fiber and adhesives. G-P's Engineered Lumber Products are delivered to you through Georgia-Pacific's nationwide distribution system. • 16" deep, six standard lengths trimmable as • 21/2" wide, high-strength solid lumber flange shown below • FiberStrong® OSB web • Two large 113/4" pre-cut round holes and one . Proprietary web-to-flange joint large 113/4" x 16"pre-cut obround hole per piece • Indexed end for hole alignment • Excellent dimensional stability with broader gluing and nailing surfaces • Lightweight (3.7 lbs/ft), cost-efficient and easy • Limited Lifetime Warranty to work with Hole Locations Allowable Trim Area(as indicated) In addition,a 11/x"hole may be placed in the web of Cut to length from this end only. the joist between either end of joist and nearest hole. 0' 4'--21Y 7'--5" 10'-71/2" 12'-5" 14' 16' 18' 20' 22' 24' I I I I 14' ?P e 16' I I I 18, m I I I I �" I� } I I Qi I l 1 I 1 I I I y 0' T-3" 201 I I C60 'CLID -W ARM r LI I I 4 Except for cutting to length,top and bottom flanges of the joist may not be cut or drilled. Na CUTS ONO CUTS TRiNt AREA NO CORTAR NO CORTAR AMA DE cO"M WOOD BEAM® W I D E M A T T E R S!' PAGE 1 ate: 05/13/2002 MANNING BUILDING SUPPLY LOG #: B0320 TRUSS DIVISION JOB #: JACKSONVILLE ?"alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: pmAddress : 2440 South Beach Parkway Address : LOT 17 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KA -------------------------------------------------------------------------------- ' Left I Right ,qty Span O .H. O.H. I Description -------------------------------------------------------------------------------- !" 1 13 ' 2 ' 2 ' Al 9 12 ' 6" 8 2 ' 0 ' A2 1 10 ' 2 ' 2 ' B1 1 19 ' 3" 8 2 ' 2 ' B2 4 19 ' 3"8 2 ' 2 ' B3 4 19 ' 3"8 20 ' B4 1 19 ' 3"8 2 ' 0 ' B5 2PLY 1 10 ' 8" 0 ' 2 ' C1 1 28 ' 2 ' 2 ' D1 1 28 ' 2 ' 2 ' D2 1 28 ' 2 ' 2 ' D3 1 28 ' 2 ' 2 ' D4 1 28 ' 2 ' 2 ' D5 2 27 ' 8"8 2 ' 0 ' D6 1 27 ' 8"8 2 ' 0 ' E1 1 27 ' 8"8 2 ' 0 ' E2 1 27 ' 8"8 2 ' 0 ' E3 1 27 ' 8" 8 2 ' 0 ' E4 2 27 ' 8" 8 2 ' 0 ' E5 6 1 ' 2 ' 0 ' 1 ' CJ 3L 3R 6 3 ' 2 ' 0 ' 3 ' CJ 3L3R 2 5 ' 2 ' 0 ' 5 ' CJ 1L 1R 2 5 ' 2 ' 0 ' 5 ' EJ C1 NC 11 6' 2 ' 0 ' 6 ' EJ E1 NC 2 7 ' 0"2 2 ' 9"15 0 ' 5 ' HJ C1 D45 1 8 ' 5"l 2 ' 9"15 0 ' 7 ' HJ El D45 2 1 ' 2 ' 0 ' 1' CJ D1 1L 1R 2 3 ' 2 ' 0 ' 3 ' CJ D1 1L 1R 2 5 ' 2 ' 0 ' 5 ' CJ D1 1L 1R 6 6 ' 2 ' 0 ' 6 ' EJ D1 NC 1 8 ' 5" 1 2 ' 9" 15 0 ' 6 ' HJ D1 D45 ** Hardware Roof ** 15 A HUS26 1-ply Truss Hanger 2 LSSU210 1 ply Truss Skewable Hanger 4 UL4 MTS12 12" Twist Strap 2 UL5 HTS20 20" Twist Strap 36 - Trusses 23 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 43 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 79 - Total Trusses . o B0320 BESTCON LOT 17 HIDDEN PARADISE cn to zr Tmm- — m KEVIN ASHWORTH m — m — -- — iY) E cc m MANNING BLDG . SUPPLIES E3 — -- — — -- — -- - ----, 11155 PHILLIPS PKWRY PH# 268-8225 E4 inx. FLR. 32256 I m I -- - -- -- - -- m m C I I m I I I I I 1 LEDGER N ~ 1 � CO In ,� 17'14 -+- 10'8" + 19' 1 1/ t. . . � �. qtr �- �:s HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS 26 2785 332 155 (14) 16d (6) 10d X 1.5; TRUSS B HUS 28 338C 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 4145 155 (22) 16d (6)10d X 1.5 SYS 42 J SUR/L 410 186 2330 1.275 (16) 16d (10)16d SYS 42 K IUT 312 136 1200 24 (14) 10d (2)10d X 1.5 1-JOIST L IUT 312-2 185 232 90 (16) 16 (6)10d DBL I-JOIST M MIT 316 240 (12) 10d X 1.5 (2)10d X 1.5 I-JOIST N SUR/L 310 186 178 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) 10d X 1.5 I-JOIST Q I HU 11 218 227 92 (22) 16d (6) 10d X 1.5 1 PLY LVL R I HGUS 48 5472 684 583 (36) 16d (24) 16 d 2 PLY LVL S HGUS 412 9535 1133 478 (56) 16d (36) 16 d 2 PLY LVL T HGUS 412 L 8512 1064 875. (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 R 8512 1064 875 (56) 16d (36) 16 d 2 PLY LVL V HUC 412 6102 6801 310 (56) 16d (36) 16,d 2 PLY LVL W HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL X HGUS 7.25/12 9535 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 1995 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 NA NA 4500 14 SDS 1/4X3 ADD UL7 TBS 2-24 4) 10d X 1.5 TRUSS BRACING 12 BRITE COM 1-3/8 TRUSS NAIL 3/4 X 023 BANDIN SNAP ON SEALS 90 FACE MOUNT HANGERS - Plated Truss Products Fasteners Doug-Fir Lamb/So.Pine Spruce-Pine-Fir Model Heel Allowable Loads Allowable Loads VONModelHeel HUS26 with Reduced Heel Height Height Carrying Carried Uplift Floor Snow Roof` 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 1315 HUS26 31h 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 45/,6 14-16d 6-16d 1550 2565 2950 3205 1465 2210 2490 2540 Model M10 Dimensions Fastenerst' No. Heel Go W H B Carrying Carried ` k Height Member Member SINGLE 2x SIZES LUS24 2% 1%6 3y 1/ 4-1Od 2-1Od e 3 18 Typical HUS , ; LUS26 4y, 1��6 45/, 1/ 4-10d 4-10d Installation - HUS26 4346 16 1% 53 3 14-16d 6-i6d with Reduced; HGUS26 4y 12 1% 5% 5 20-16d 8-16d Heel Height HGUS28 5y 12 1% 7X16 5 36-16d 12-16dgo a r. tF LUS26 4% 18 1 W6 65/6 13/, 6-10d 4-10d .- �-�• HUS28 6y16 1 7 3 22-16d 8-16d (Truss Designer to provide fastener quantity LUS210 4y" 18 19/16 -11%, 1e/, 8-10d 4-10d for connecting multiple members together) HUS210 8% 16 1% 9 3 30-16d 10-16d Model Avg Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads No. Ult Uplift"'. Uplifts Floor Snow Roof Uplifts Uplifts Floor Snow Roof Uplift' Uplift, Floor Snow Roof (133) ,(300);, ,.(11¢) (125), (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) SINGLE 2x SIZES 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 780 935 700 805 875 HUS26 10000 1550:`;1550 .;2665296d 12W, 1550 1550 2785 3200 3325 1465 1550 2210 2490 2540 HGUS26 14178 142 ` 1425:,•9755 SSIQ5 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 z1755r1755.°,50155 � 5f 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 7750w0X1 '' 1010 1165 1380 1590 1725 780 935 1085 1245 1355 HUS210 18833QOti ,31X75; 392811 c 3000 3000 3585 3745 3850 2320 2780 2745 2870 2955 Heel Ga Dimensions Fasteners Avg Doug PIrLacc6fSooihero Plrm a. $ Spruce-Pine-Fir Model g Allowableipads Allowable Loads Na. Height WH B Carrying Carried Ult Uplift"' Floor.: Snow. A6ef` Uplift, Uplift' Floor Snow Roof Member Member 1193). (f�) (fOQ). ';(115;,_,(12&)1 (133) (160) (1 00) (115) (125) DOUBLE 2x SIZES LUS24-2 23(6 18 3y 3y 2 4-16d 2-16d 1 5303 565 565 765 1 880 960 465 555 640 735 800 LUS26-2 4%, 18 3y 47/6 2 4-16d 4-16d 6076 "1140 1165 1000> 1156, :1'M' 925 1115 820 945 1025 HHUS26-2 4% 14 33(6 5 3 14-16d 6-16d 14667 1550 1550 2580`' 2965 ,3225 1395 1550 2165 2490 2710 HGUS26-2 4y 12 33(e 5% 4 20-16d 8-16d 14667 2275 2635 3155, 432.0 4695 1865 2000 3185 3660 3980 z LUS28-2 4946 18 3y 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6y 14 3346 6'/6 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 5y 12 33(6 7% 4 36-16d 12-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 ,o LUS210-2 677X, 18 3y 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 y HHUS210 2 8 14 3y6 878 3 30-16d 10-16d 22167 28551 3000 5190 5900 '5900" 2330 2795 4385 47951 4875 HGUS210-2 7y 12 37/18 9X6 4 46-16d I 16-16d 28333 :341151'3665 7890; 8110 8225 2795 3080 6110 62601 6360 TRIPLE 2x SIZES HGUS26-3 4y 12 1 4% 1 4y 1 4 20-16d I 8-16d 1 146671 20001 20001 3755 1 4320 4695 1865 2000 3185 3660 3980 0 HGUS28-3 59/4 12 41346 7y 4 36-16d 12-16d 25180 2650 2650 6245 7185 7810 2450 2650 5335 6135 6665 HGUS210-3 71}(6 12 41X6 9y 4 46-16d 16-16d 28333 3415 3665 7890 8665 8665 2795 3080 6855 7280 7280 HHUS210-3 8y 14 4% 9 3 1 30-16d 10-16d 1 22167 2855 3430 5190 1 5900 5900. 2450 2940 4475 5145 5595 o QUADRUPLE 2x SIZES N HHUS210 4 8y, 14 6y 1 87/ 1 3 30-16d I 10-16d 1 221671 28551 34301 5190 1 5900 5900 2330 1 2795 1 4385 1 50401 5480 4x SIZES 1.Uplift loads LUS46 4% 18 3% 4y 2 4-16d 4-16d 6076 1140 1165 1000 1 1150 12501 925 1115 820 1 945 1025 have been HGUS46 4346 12 3% 4,(6 4 20-16d 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 increased 33% HHUS46 43f6 14 3% 5y 3 14-16d 6-16d 14667 1550 1550 2580 2965- 3225 1395 1550 2165 2490 2710 and 60%for LUS48 4% 18 33X6 63/, 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 earthquake or HUS48 6y 14 3,(6 7 2 6-16d 6-16d 11190 1550 1550 1505 1730 1885 1315 1550 1240 1425 1550 wind loading with no further ( HHUS48 6y 14 3% 7 3 22-16d 8-16d 19850 20001 2000 3885 4465 4855 1860 1 2000 3275 3765 4095 increase allowed. P" HGUS48 5;(6 12 3% 7X6 4 36-16d 12-16d 25180 26501 2650 6245 7185 7810 2225 2225 5335 6135 6665 Reduce by 33% LUS410 6y, 18 3`tifi 8% 2 8-16d 6-16d 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 and 60%for HHUS410 8% 14 3% 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 normal loading HGUS410 7'X6 12 3% 9 4 46-16d 16-16d 28333 3415 3665 7890 8665 8665 2795 3080 6855 7110 7210 as in cantilever construction. pM► HGUS412 97/16 12 3% 101/16 4 56-16d 20-16d 27615 3985 4780 9205 9205 9205 3260 3910 7130 7305 7425 HGU5414 1146 12 3% 127/16 4 66-16d 22-16d 31235 4555 5000 9745 9745 9745 3725 4470 7295 7500 7635 1 107 LIGHT R BLE/SKEWABLE LSU'LSSU U HANG This series attach joists or rafters to headers,sloped up or down,and AFLOGE r Af ASE skewed left or right,up to 45°. MATERIAL: LSSU210-2,LSSU410-16 ga;all others-18 ga �� > FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes.PP •Attach the sloped joist at both ends so that the horizontal force o, LSU26 N j developed by the slope is fully supported by the supporting members. I \ •Web stiffeners required for I-joist applications. A o U.S.Patent u -A'FUNGES 4,423,977 and CODES:BOC", ICBG,SBCCI NER-209,NER 421,NER-432.City of L.A. UPSLOPE Canada Patent RR 24949, RR 25074 and RR 25076. 1 011%, 1,16$,827 31+ Dimensions Fasteners I Allowable LoadsSLOP\ DF/SPSpecies Header rFloor S ecies Header LSSU410Joist Eoo Width Model Ga W H Face Joist Uplift Uplift2 Floor Roof Uplift Roof (LSSU210-2 (133) (160) (100) Snow Const (133) Snow Const similar) 115 125 115 125 Sloped Onl f Hangers 12 LSU26 18 IX. 4Y. 6-1Od 5-10dx1Y2 485 535 665 765 800 415 575 660 690 lYz LSSU28 18 1% 7Ye 10-10d 5-10dx1'/z 485 535 1110 1275 1390 415 960 1105 1200 IY2 LSSU210 18 1X6 8Y 10-10d 7-10dx1% 730 875 1110 1275 1390 625 960 1105 1200 Tu 2Y LSSUH310 16 Ve 8Y 18-16d 12-10dxi'/z 1150 1150 2395 2565 2565 990 2070 2215 2215 Poll 3 LSSU210-2 16 3Ye 8Y 18-16d 12-10dx% 1150 1150 2395 2755 2990 990 2070 2380 25903Y LSSU410 16 3X6 8Y218-16d 12-10dxlY/ 1150 1150 2395 2755 2990 990 2070 2380 2590 Skewed Hangers or Sloped and Skewed F- ,, 1 LSU26 18 1% 4'/s 6-1Od 5-10dx1'/z 485 535 665 765 600 415 575 660 690 WFLANGES UZ 1J4 LSSU28 18 1'f6 7Ya 9-1Od 5-10dx1'/z 485 535 885 885 885 415 765 765 765 IY2 LSSU210 18 1% 8Yz 9-10d 7-10dx1Yz 730 785 995 1145 1205 625 860 995 1050 y 2Y2 LSSUH310 16 2% 8Y2 14-16d 12-10dx1'/2 1150 1150 1600 1600' 1600 990 1385 !1385 1385 '9V;3 LSSU210 2 16 3Ye 8Y214-16d 12-10dx1'/2 1150 1150 1825 1865 1865 990 1580610 1610 3Y2 LSSU410 16 3% SLOPE TO 45' 1.Roof loads are 125%of floor loads unless limited by other criteria.Floor loads 2.Uplift loads include a 33%and 60%increase for earthquake UP OR DOWN may be adjusted for load durations according to the code provided they do not or wind loading;no further increase is allowed. LSSU28 exceed those in the root columns. LSSU INSTALLATION SEQUENCE ! Steo 3 Ip.L Steo 1 ACUTE Attach hanger Nail hanger to slope-cut ANGLE Steo 22 to the carrying carried member,installing Skew,flange to form acute member,acute seat nail first. angle.Bend other flange back angle side first. 10d No bevel necessary for along centerline of slots. Install nails at NAILS skewed installation.. Bend one time only. an angle. U 2 O U W HCPHIP CORNER PLATES o r The HCP connects a rafter or joist to double top plates at a 45'angle. 1YV-HCP2, o MATERIAL:18 gauge. 39ts"HCN FINISH:HCP2—galvanized;HCP4—Z-MAX PLATE LINE INSTALLATION:•Use all specified fasteners.See General Notes. LOCATOR •Attach HCP to double top plates;birdsmouth not required for table loads. FOR PROPER 6`HCP2 t •Install rafter and complete nailing.Rafter may be sloped to 45°. INSTALLATION " 6ye'HCP4 a CODE:BOCA,ICBG,SBCCI NER-499. Doug-Fir-Larch/ Spruce-Pine-FirSo.Pine , Fasteners Avg Allowable Allowable Member Model Size No. To To Ult (133&160) (133&160) 2% Rafters Plates Uplift F1 Uplift F 2x !HCP2 6-10dx1'z .6-10dx1'/z 2017 605 300 520 ! 260 39/1g'HCP2 •� , 4x IHCP4 8-10d 1 8-1Od 3367 1000 265 860 230 4/8'HCP4 1.Loads may not be increased for short-term loading. 2.The HCP can be installed on the inside and the outside of the wall with a flat bottom HCP2 #� chord truss and achieve twice the load capacity. (HCP4 similar) Typical HCP installation 3.Uplift loads include a 33%and 60%increase for earthquake or wind loading; U.S.Patent 5,380,115 no further increase allowed. 62 z TWIST Twist straps provide a tension connection between two wood embers.They resist uplift at the heel of a truss economically. , MTS Installation o; •: 1 t 1e 3"bend section eliminates interference at the transition as a Truss-to- points between wood members. Top Plate Tie *` y MATERIAL:LTS-18 gauge;MTS-16 gauge;HTS-14 gauge V r'15„ pONISH:Galvanized.Some products available in stainless D steel and Z-MAX;see Corrosion-Resistance,page 5. ,.JSTALLATION:Use all specified fasteners. See General Notes. CODES:BOCA, ICBO,SBCCI NER-413(except HTS); Dade Co.FL 99-0713.05(MTS). Doug-Fir-Larch/So Pine Spruce-Pine-Fir LTS12(other 15' Fasteners' Allowable Uplift Loads' Allowable Uplift Loads sizes and A) MAY Noe1 L Ulg 10d 10dx1}2" 10d 1Ddx1}2" MTS similar) 10d 10dx1}2" f (133/160) (133) (160) (133/160) (133) (160) ti Ss TS12 12 12-10d 12-10dx1y 12383, 775 720 720 665 620 620 e ` LTS16 16 12-10d 12-10dxiy, 2383 775 720 720 665 620 620 a'e TS18 18 12-10d 12-10dx1y 2383 775 720 720 665 620 620 ° MTS30 tv TS20 20 12-10d 12-10dxlyz 2383 775 1 720 720 665 620 620 M 1 12 14-1Od 14-10dxly 3116 1000 840 1000 860 730 860 , MTS30C MTS16 16 14-1Od 14-10dxiy 3116 1000 840 1000 860 730 860 1TS18 18 14-1Od 14-10dx1y 3116 1000 840 10001 860 730 860 ITS20 20 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 0 MTS30 30 14-10d — 3092 995 720 TS24C 24 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 ` ITS28C 28 14-1Od 14-10dx1y 3116 1000 840 1000 860 730 860 !: i MTS301 30 14-1 Od 14-10dxly 3116 1000 840 1000 860 730 860 P=` HTS16 16 16-1Od 16-10dxiy 4430 1260 1005 1150 1085 865 990 S20 20 20-10d 24-10dxiy 4430 1450 1450 14501 1245 1245 1245 TS24 24 20-10d 24-10dx1y 4430 1450 1450 .1450 1245 1245 1245 HT528 28 20-1Od 24-10dx1y 4430 1450 1450 1450 1245 1245 1245 Typical TS30 30 20-10d 24-10dxly 4430 1450 1450 1450 1245 1245 1245 MTS30 TS30C 30 20-10d i 24-10dxiy 4430 1450 1 1450 1450 1245 112451 1245 Installation 't 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. P"hstall half of the fasteners on each end of strap to achieve 5.Twist straps do not have to be wrapped over ill loads. the truss to achieve the load. _oads have been increased 33%and 60%for earthquake MTS30 In., or wind loading;no further increase allowed. with i-joist Rafter HEADER For fast,accurate installation of door and window headers and Wier cross member details.HH header hangers can speed up the job, 3106 Vv strengthen the frame,and eliminate the need for trimmers. MATERIAL:16 gauge. �1 " IISH:Galvanized N '+..3TALLATION:Use all specified fasteners.See General Notes. CODES:BOCA,ICBO,SBCCI NER-413;City of L.A.RR 25119; F4u 1 Dade Co.FL.00-0926.01. r s w, HH4 Fasteners Down Allowable Loads }� �IM�odel W H Avg (100) (133) I 3 Stud Header Ult F, I F2 I F3 I F4 HH Load Directions HH4 3Y2 2% 9-16d 4-16d 6697 1195 1 710 710 11085 HH6 5Yz 5Ye 12-16d 6-16d 6697 1595 10651 1065 1085 Loads may be increased up to 25%for short-term loading in accordance with the code.,.' 21/2'minimum lumber thickness is required to achieve the full load. ; Typical HH Installation 135 02 (80320- - A1) 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 0.00 TC From 124 PLF at 0.00 to 124 PLF at 13.00 TC From 54 PLF at 13.00 to 54 PLF at 15.16 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 13.00 BC From 4 PLF at 13.00 to 4 PLF at 15.16 W4X4 W5X7(R) III W1.5X4 III W1.5X4 III W1.5X4 III W1.5X4 III 8 F— W3X3 W3X3 8 4-4-8 W3X5 WH5 0-4-11 0-4-11 W3X8% W3H8 o- � 10-1-2 —15 � 5 �-- 2-0-0--J L-2-0-0---J I� 6-6-0 IE 6-6-0 6-6-0 T 6-6-0 fE 13-0-0 Over Continuous Support R=173 PLF U=91 PLF W=13-0-0 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 PLATE 1Nltll lffff/// T C LL 20.0 P S F R E F R151-11996 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �� ERLP, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED {�YL'}• �jG�/,� TC DL 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j• l 10�• F� **IMPORTANT** FURNISH A f_O PY OF THE DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t �� B C DL 5.0 P S F D R W HCUSR151 02128057 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND No.22835 B C L L 1 O.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 _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANC' PAPER ASSOCIATION) AND TPI.NOTE AP L YAT STATE OF EOCHECAOR SOFRTR US DSE AND20NL ESSTOTHERWE SES A AS4LOOCATED ONETHISFDESIGNXCEPT ASPOSITbON CONNEC TUR NNPE TR URS TO �'•• • TOT.L D. 42.0 P S F S E 0 N - 34301 DRAWINGS1fi0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I� �i/ OR,��•t�,j(v � D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHG WN. THE SUITABILITY AND USE OF THIS lar FL Ct sC y,FL 133844#567 COMPONENT1 FOR ANYSECTION PRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May'��' i,t1 SPACING SEE ABOVE (B0320- - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.93 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. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W4X4= 8 8 4-8-11 145X7(R) III 0-4-11 5 5 1- 0T4gh 10-3-3 10-1-2 W2X5(F3) W2X4(A1) �2-0-0----J 6-6-0 6-0-8 6-6-0 6-0-8 fE 12-6-8 Over 2 Supports J R=667 U=427 W=3.5" R=508 U=248 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 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 R 1 5 1- -11997 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 111111111// INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �10I E R P, '��y, T C D L 7.0 P S F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ACNED �� t ,1- STRUCiURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED HED RIGID CEILING. Q�� C'• "Y,1'�ii� "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ti� ��'.v i BC DL 5.0 P S F D R W HCUSR151 02128058 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSSES [N fONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1.10-•1*fpq(� 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 LGUJ�7 SPE CIFIC AT ON PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE " • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GRdO GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO C TOT.L D. 4 2.0 P S F S E Q N - 34303 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i p `� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING '�j�G1•';G OR10P'.lIt O U R.FAC. 1.2 5 FROM KA Alpine Engineered Prc WS,111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FI Certificate City,F1LO1738 4#567 COMPONENT 1 FOR AN5E PARTICULAR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M8y'I�� ,G\��\`` SPACIN 24.0" (B0320- - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 TC From 124 PLF at 0.00 to 124 PLF at 10.00 TC From 54 PLF at 10.00 to 54 PLF at 12.16 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 10.00 BC From 4 PLF at 10.00 to 4 PLF at 12.16 W04 W5X7(R) III W3X3% 8 W3X3 W3X5 B W3X5 3-4-4 18-7-0 5 5 L_ W3H8% W3X8� L-2-0-0--;J Ll---2-0-0---J I, 5-0-0 _E 5-0-0 al 5-0-0 5-0-0 1 — 10-0-0 Over Continuous Support R=178 PLF U=94 PLF W=10-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--11998 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �I1111I Itlff CTI PERFORMING THES5 83EDFUUNOTRUNS. UNLESSS It TUTHEORHISEDINDNCATED, TO PICHORDFSHALLFHAVEPPRIPERLYRA CES ATTACHED ;`��,5 le Rt P FjA''`y, T C D L 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG1D CEILING. `Q� �}11-fO••. •�j�i� _IMPORTA.NT`* TO, A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .�, • •' BC DL 5.0 PSF DRW HCUSR151 02128059 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �t �• BUILD THF TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND v No.22839 = B C L L 10.0 P S F HC-ENG M N M/W P F 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OF GN S PECIFICATI(IN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E O N - 34306 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 i�� C� ';C pp►OP .� D U R.FAC. 1 2 5 FROM K A All Engineered Products,Inc. RESPONGI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �j� ��r� flameSClty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �1ei � E ��` FL Certificate of Authorization#567 ANSI/TPI 1.1995 SECTION 2. May f14 �D SPACING SEE ABOVE f (B0320- B2) ]HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.27 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 :W2 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1O01 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 I 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 19.29 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 19.29 to 54 PLF at 21.45 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 19.29 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 19.29 to 4 PLF at 21.45 W4X4 DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X5 W3X5 8 F— —� 8 6-5-7 W3X3% W2 W3X3 0 W3X5 W3X8 5 W5X7(R) III 1 5 + W5X7 (R) It W3X8�� 5 + + �18-7-0 W3X5 W5X7 L--2-0-0-;J L-2-0-0-:;-J L 9-7-12 9-7-12 I 4-9-8 T 4-7-12 4-10-4 T 5-0-0 IE 19-3-8 Over 2 Supports R=277/-21 PLF U=142 PLF W=9-7-0 R=556 U=468 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--11999 BI NST I�UTE,RE 583 DFER �ONOBFRIO DR MAN SUITE NG 200DL MAU INSTALLING G ONNDWBR AC 53719),PUFOR BIL SS A�E BTY PRAY TP ICTICES(TRUPRIORSS ATO ��N�f lltt�PIFI05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED ,�� . i �•• �w,I�,, T C D L 7.0 PSF F DAT E STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� •Y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 Cq�••y ,� BC DL 5.0 PSF DRW HCUSR151 02128060 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F _ ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ 0.22839 B C L L 10.0 P S F H C-ENG M N M/W PF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F SEAN - 3 4 3 1 6 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER %��"c• '�op�oP .�` DUR.FAC. 1.25 FROM KA DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4 .-4 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS C MPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS ��j� •a fbines City,Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F1,Certificate oYAuthorization#567 ANSI/TPI 1 1995 SECTION 2, May I�IF�EN,% �� SPACING SEE ABOVE (B0320- B3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0.08" DUE TO DEAD LOAD. W4X4 W3X84i W3X80� 8 F- 6-9-10 8 J 5 W5X7 (R) III L— 5 W5X7(R) III 5 5 �18-7-0 W2X5(Al) W5X7 W2X5(A1 L-2-0-0-;J L-2-0-0-ij 9 7-12 9-7-12 I 4-9-8 T 4-7-12 j 4-10-4 r 5-0-0 fE 19-3-8 Over 2 Supports R=931 U=557 W=3.5" R=931 U=557 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.3125" Ft. *WARNING** TRUSSES RED IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TOO MID 91 O(HANDLING INSTALLING ANDWBRACING19),PUBLISHEDD BY PRACTI(TRUPRIORATO �r``"'E R p"''o, T C L L 20.0 PSF R E F R 1 5 1- 12000 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �`P •�tfC��Ilj'� T C D L 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �` ` • B C D L 5.0 P S F D R W HCUSR151 02128061 PROBUID01'THE TRUSTO SESAIN LL CONFORMA NC E OT BE OW ITHLTP[�ROR AN FABR ICATI N6N HANDLINGFR S DESIGN; G,ANNSTALLINGILUR EAND • �•• A L P I N E BRACING OF TRUSSES. S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN N�.22839 = B C LL 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 TPI. ALPINE — STATE OF • — T 0 T.LD. 42.0 P S F S E A N - 34308 CONNECTORS ARE MADE OF 20GA ASTM A653 G 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS A i Alpine Engineered ProductsHaines City,FL 33844,Inc. RESPONSIO16GTY SOLELYTFORHE JTHE TRUSSEAL ON ICOMPONENT DES S DRAWING DIGNTSHOWNES CEPTANHE SUITABILITYCE OF OANC USFNAL IUFETIN ''��C(6��n`pOER1c. \1 D U R.FT A C. 1.25 FROM KA FLCertlfleateOFAuthorizat(pn#567 ANSI/TPIT1F1995NSECTIONC2. BUILD[NG IS THE RESPONSIO[LITV OF THE BUILD[NG DESIGNER, PER May DCS'j591T.t ll;00%,` SPACING 24.0" (B0320- - 64) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.45 FT MEAN MGT, 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0.09" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 W 3 X 8 W3X8�i 8 1— a 6-9-10 (A) J 5 W5X7 (R) III 1 5 W5X7(R) III 5 5 A. 18-7-0 W2X5(Al) W5X8 W2X5(A1) L----2-0-0-�;--J 9-7-12 9-7-12 4-9-8 T 4-7-12 4-10-4 T 5-0-0 IE 19-3-8 Over 2 Supports ,J R=940 U=572 W=3.5" R=802 U=403 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\1111111111" TC LL 20.0 P S F R E F R151-12001 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �`��\'�E R Pt,"/. TC DL 7.0 P S F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��P�' •�R C� �A!/�' STRUCTURAL PANELS, BOTTOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED <C1- B C D L 5.0 P S F D R W HCUSR151 02126062 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ^ _ BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING• HANDLING, SHIPPING, INSTALLING AND 'a.2'2838 - B C L L 1 0.O P S F H C-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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TNI. ALPINE TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIN. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • TOT.L D. 42.0 P S F S E Q N - 34312 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER E'••�FC PDUR.FAC. 1.25 FROM KA DRAWINGS 160 A . THE SEAL ON TSI$ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �, �i,,••c dR Gp= `. Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB[L ITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 11\\\\\ S P A C I N G 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. May 'YII"FF (B0320- B5 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 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" e.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 4" 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 19.29 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 19.29 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 2090 LB Conc. Load at 6.06 THE BOTTOM CHORD ONLY. BC 1146 LB Conc. Load at 8.06 BC 476 LB Conc. Load at 10.06 BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nails BC 421 LB Conc. Load at 12.06 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BC 460 LB Conc. Load at 14.06, 16.06 1 19.000' 1 12" 6 BC 1156 LB Conc. Load at 16.94, 18.94 W4X4(R) III BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. 120 MPH WIND, 21.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TCDL=3.5 PSF, WIND BCDL=2.5 PSF. W3X5 W3X5�i 8 (— —1 8 6-9-10 18-7-0 W3X8 III 141OX10 = 143X8 III W3X6(A5R) = W3X6(A5R) R=3762 U=1864 W=3.5" R=5342 U=2699 W=3.5" L-2-0-0--J 1— 9-7-12 _1_ 9-7-12 J I< 19-3-8 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.3125" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-51 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\tgtt��fffiff TC LL 20.0 P S F R E F R 1 5 1--12002 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��.� �E R P,. PERE RMI NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED HEO ,�� P �9�l C. ��j,'��' TC DL 7.0 PSF DATE (J5/()8/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I •/�'/ "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 5.0 PSF DRW HCUSR15I 02128063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO • ALPINE BUILD TNF TRUSSES IN CONFORMANCE W1TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o.22£39 BC LL 10.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIf,N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIE If AT ON PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) ANO TP1. ALPINE STATE OF = TOT.L D. 4 2.0 P S F S E Q N - 34352 CONN LCT ORS ARE MADE OF 20CA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i �• EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �C••�`� P '�; DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��j� / ORI ` �� D U R FAC. 1 2 5 FROM K A AlpinHaines red 33844 Inc. COMPRESPONENN SI B1FOR ANSEPARTICULAREBUIILDINGTR SS COISOTHETREESPONSIBILITY OF THE BUILDBINGIDESIGNER.T AND PER THIS May 111 SPACING 24.0" FL Certificate of Authorization#567ANS (80320- - Cl) 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, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X6 8 3-8-7 8F- -9: Z18-7-0 W1.5X4 III W2X4(Al) = W2X4(Al) Ll—2-0-0� L. 5-4-0 I 5-4-0 I fE 10-8-0 Over 2 Supports J R=663 U=345 W=3.5" R=815 U=475 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. *BR RACING. REFER TO TRUSSES BR91 (HANDLINGECARE INS INSTALLING AND AND BRACING)HANDUBILISHED BYIPI INSTALL (TRUSSIPGATEAND N\tU11.11tJ�� TC LL 20.0 PSF REF R151--12003 INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO t��\\'�EFZ.P STR UPE OTUTAG P ANEHESLSFUBOTTOM NCTION SC H ORD ESHAGL HH AVESA PR OPERLYDATT ACHEDOR DI GIDALL HAVE CEILING,PROPERLY ATTACHED 4,�n` r^ 1 '�C• /'�j,� TC DL 7.O PSF DATE 05/08/02 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . BC DL 5.0 PSF DRW HCUSR151 02128064 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 �_ ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO y-) N� 2'2839 � BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =i=i=".""/..11iVi 7YY" 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) AND TPI. ALPINE STATE OF • – TOT.L D. 42.0 P S F S EON - 34318 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EM CE PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C•F� ` DR4WINGS 160 A-Z. AE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ��j / O�•'O•� D U R.FAC. 1.25 F ROM KA Alpine Engineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �/ May �d��FENG �� I�allle5 City,FL 33$44 rOMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. sil"%%\ SPACING SEE ABOVE (60320- - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 20.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: LOCATED ANYWHERE IN ROOF, CAT II, EXP 8, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W6, W7 2x4 SP #2 N: WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 W3X6 W1.5X4 III W3X8= W5X7 T2 8 rWfi W 8 4-4-7 B2 W5X12 5 W5X7 = 2-0-0 W3X8= 1 (�j 18-7-0 W3X6(A5R) = W3X3= W1.5X4 III W3X5(BI) W3X5= 12-0-0.1_ 18-8-5 —I21 -0-0 6-0-0 _I_ 16-0-0 _1_ 6-0-0 1 5-1-2 13-4-12 T 9-6-3 IE 28-0-0 Over 3 Supports R=1392 U=609 W=3.5" R=2277 U=935 W=6.996" R=607 U=235 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 1 5 1--12004 o v�tIE Pn,,�i INSTITUTE, 583 U'ONOFft 10 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\ I --�— PERT ORM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACi1ED ` -AlF w-�i T C D L 7.0 P S F D A T E 05/08/02 STRUCTURAL PANELS, UOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,A�\' {��'�trl C. ,"v�j'' *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9A I BC DL 5.0 P S F D R W HCUSR151 02128086 `PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAiLb RE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SH[PP1NG, INSTALLINIi „ND _ 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 NDSP 1.(NATIONAL DESIGN NO.22839 CONNECTORS[ON ARE MAD ES OF 20 GAT AST MHE M A653AIR40REST G AL VANDSTEE PE REIIEPDTIASPNITE DA TION) NO T APPL YAC O N L P N ECTORS TO ; STATE OF: - T 0 T.L D. 42.0 P S F S E Q N - 34320 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��\ (6� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��`_ •�'�( t v : D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,IttC. RESPO NS 1BIL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUI TAD ILITY AND USE OF THIS ��i Q, OR,O�• ��` 14allleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May'��1�%13 FL SPACING SEE ABOVE FLCertifcateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. /i l (80320- - D2) 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 L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 = W1.5X4 III W5X7= W 3 X 5 W3X5 0� 8 r --1 8 5-8-7 W5X5 W3X8= W3X5 =- 2-01-0 J 5 UX5 18-7-0 W3X5(Al) W3X3= W3X5(131) W1.5X4 III 1 0 �1F 22-1-6 —I 2-0-00 8-0-0 _I_ 12-0-0 _I, 8-0-0 I I� 5-1-2 1 16-10-4 T 6-0-10 31 �E 28-0-0 Over 3 Supports R=355 U=381 W=3.5" R=1054 U=568 W=3.5" R=1184 U=458 W=3.998" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��11111111111111� T C L L 20.0 P S F R E F R 1 5 1RM I - -12005 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACPE L TICES PRIOR TO ,� ON HERW SE N PERT o NG TH E ON L SS DI RD A H VE S1 IL NG _IMP TUBAL PANEL FURNI SHOASCCH OPYDOFHTHI SHOAV AE SIGNPTOP THE YIDN ST OALLADT OI ONGCONTR ACTOR.PALOPINE YE N6INEER EDU I \ ��,.`IC ,22 � T C D L 7.0 PSF DATE 05/08/02 PRODUCTS, INC. SHALL NOTBE RESPONSIBLE FOR ANYDEVIATION FROMTHIS DESIGN; ANYFAILURE- TOVBC DL 5.O PSF DRW HCUSR151 02128065 BUILD THE TRUSSES IN CONFORMANCEWITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAI[INCANO �o•22839 = 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 CO NNSPEC ECTORSI ARE ON P MADE SOFD20GAT ASTMMER I A653AGR40R G AL VEST ANOSTE ELPA EXCEPTOC AS NOTE D- T APPL YACON N E CTORS TO �� STATE OF: T 0 T.L D 42 0 P S F S E O N - 34322 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 I��c.t�1��OR�OP �� D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS j�"I�'p OGNG` �\\\ SPACING 24.0" 21lies City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER b '(J� L FLCertifcateofAuthorization#567 ANSI/TPI 1-ID95 SECTION 2. May (B0320- D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 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. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.16" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. TRUSS MAY NOT BE INSTALLED IN REVERSE . W5X5= W3X5= W5X5 W3X6 W3X8 8 r (A) 8 7-0-7 W3X8= W5X7 W5X7 2-0-0 W5X8 B1 5 -L 6 �— 18-7-0 W3X6(Al) a� W3X8(Al) 2� 2L DOJ 10-0-0 _I 8-0-0 I 10-0-0 3J I� 5-1-2 fi 18-7-6 T 4-3-8 1 28-0-0 Over 2 Supports R=1297 U=643 W=3.5" R=1297 U=642 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE; 19.5d FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ��G11 ' BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151-12006 INSTITUTE, 583 D' 200' DR., SUITE 200, h1ADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\`` P T C D L 7.0 P S F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \ • ��j STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .�!^�ISI C4 -- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i �`• ((�• BC DL 5.0 PSF DRW HCUSR151 02128066 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI LURE TO I _ ALPINE ND BRACBUILDINGHOFTTRUSSESIN fOTHORMDESIGNICONFORMSOWITHAAPPLICABLE PROOVISTONSSOFPNOSG(NATIONALN AL rNG DESIGN Y 'YO.22839 _- B C LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FORESIVA ND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECT RS ARE MADE OF 20GA ASTM AE53 GR40 GA STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N - 34325 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1fi0 A 2. THE SEAL ON I'H15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ij��•• �Z ORIQP - Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��,C� FREC�ENG; \\\` D U R.FAC. 1.2 5 F ROM K A Hautes City,FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IME BUILDING DESIGNER, PER (/ /�/`�t�t1�� SPACING 2 4.0 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2, May OtS N (BO320- D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: 120 MPH WIND, 22.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 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. CALCULATED HORIZONTAL DEFLECTION IS 0.41" DUE TO LIVE LOAD AND (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.17" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. (B) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. TRUSS MAY NOT BE INSTALLED IN REVERSE . W5X5 = W5X7 W3X6 W5X7 8 r T3 1 8 8-4-7 W5X7= W3X8= W5X5= W5X8 Bl 5 6 1— �18-7-0 W3X6(A1) 15-:- W3X8(A5R) 2 � 2L D-DJ 12-0-0 _I_ 4-0-0 _I, 12-0-0 I 5-1-2 T 18-7-6 4-3-8 �1 fE 28-0-0 Over 2 Supports R=1297 U=651 W=3.5" R=1297 U=651 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 1.9,5d FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSET REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--12007 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IF (TRUSS PLATE 111111111flij, I TO PERFORMING THBSEDFONOFLONSRIO ORUNLESSTOTHERWISEDINDNCATED, TOPICHORDFSHALLOR 1AfHAVEPRACTICE PHPROPERLY ATTARHED ,�`��,'�'E R p•Fj,1'-�.,, T C D L 7.0 P S F D A T E 0 5/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .••}, 191, SIR /' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 �� P )`•-[� BC DL 5.0 PSF DRW H�D$RISI DZT28D67 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 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 SPECIFICATION PUBL]SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY f.ONNECTORS TO • a T 0 T.L D. 4 2.0 P S F S E O N - 34327 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ' �N DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING j�`_G1• ';(0R1OPAC. 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 Fl,Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. May� ;iB DENG��`�� SPACING 24.0" (B0320- - D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 22.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x4 SP #1 Dense: 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. CALCULATED HORIZONTAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0.17" DUE TO DEAD LOAD. TRUSS MAY NOT BE INSTALLED IN REVERSE . W5X5 W5X5% W6X8(R) 0 W1.5X4 III T2 8 r —1 8 W1.5X4 III 9-8-7 W3X8 1 W5X14 5 W5X14 = 2-0-0 7 1 gat_ 18-7-0 W3X6(Al) W3X8(A1) 2-0-0_ 1_2-0-0. 14-0-0 ,�_ 14-0-0 5-1-2 fi 18-7-6 T 4 3 8 �E 28-0-0 Over 2 Supports - J R=1297 U=660 W=3.5" R=1297 U=659 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19,5d FL 3 R - Scale kBR RACING.INC— REFERTRUSSES HIBREQUIRE1 (HANDLING INSTALCARE LING AND BRACNING)H ANDUBFLISHED BY TPI IN(TR USSI PLATNG E ptlUllllf! TC LL 20.0 PSF REF R151--12008 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53X9). FOR SAFETY PRACTICES PRIOR TO `\%% IER p.. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CNORD SHALL HAVE PROPERLY ATTACHED t F/A�/// TC DL 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. II `� �IrIVj••tel( **IMPORTANT " FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 �� %��•Y BC D L 5.0 P S F D R W HCUSR151 02128066 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO a BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 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 SPEC IF ICAT I ONE PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE : STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, E%CEPI AS NOTED. APPLY CONNECTORS TO .i • TOT.L D 42.0 P S F S E O N - 34329 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS BE SI GN, POSITION CONNECTORS PER DRAWINGS I60 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAI. ENGINEERING �iC' C OR10P• ,��` O U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR INE TRUSS COMPONENT DESIGN SHOWN. HE SOITAB II ITY AND USE OF THIS 1IHIILeS CIty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May Ud/C SPACING 2 4.O" FL Certificate of Authorizationk567 ANSIITPI 1-1995 SECTION 2. fit kill,� (80320- - D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.90 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. CALCULATED HORIZONTAL DEFLECTION IS 0.44" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0.18" DUE TO DEAD LOAD. 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. W5X5 W6-.X8-(R) iir W1.5X4 III —1 8 8 r— 9-8-7 W1.5X4 III W3X8 J 5 W5X14 = W5X14 - L 0-6-13 6 � �18-7- W3X6(Al) W3X8(F2) X�-2-0-0:>1 2 �- 14-0-0 _I_ 13-8-8 5-1-2 �I LE 27-8-8. Over 2 Supports IR=1292 U=668 W=3.5" R=1156 U=514 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 - R - Scale =.25" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND t�t11it1tt t�� BNST I TUTE,CING RE583 DFER OO NOFRIO DR HANSUI TE 200ING TAMADI50 NNDWBR AC53119),PUB OR S SAFETTY PRACTICESBY TPI UPRI OR ATO \\��At C P ��// T C L L 2 C) PSF REF R151-12009 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \ ll�• T C D L 7.0 P S F DATE 0 5/!)8/0 2 . �; t '� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `• ,�f0.q�ti?j/�/� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F BC DL 5.O PSF DRW HCUSR151 02128069 PRODUCTS, INC. SHALL NOT BE RESPONS18LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALI(NG AND No.22839 _ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL 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. ALPINE STATE OF - TOT.L D. 42.0 P S F S E Q N - 34338 f.O NNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ON THIS DESIGN, POSITION CONNECTORS PER ��•• �` P ••� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING / \\\ 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 / ��. E G` \\ HamesCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER //p�Ic� D,y�\\��`` SPACING 24.0" FL Certificate of Authorizationk567 ANSI/TPI 1-1995 SECTION 2. May Oti k}r I I I I ., (80320- - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 20.23 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, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X7= W3X5= W5X5 = W3X5= W5X7 = T2 8 1- 4-4-7 g18-7-0 W3 8(Bl) = W1.5X4 III W5X5 = W5X7 = W5X7 = W3X3 III I<2-D-DSI 6-0-0 _L_ 21-8-8 _I 27-8-8 Over 2 Supports J R=2135 U=920 W=3.5" R=2090 U=853 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 - - R - Scale =.25" Ft. *BRACRING- REFERTRUSSES HIBRA1 (HANDLINGECARE INSTALLIINGANDCBRACING)HANDUBILISHEDHBYPTPG INSTALLING PLATEAND TC LL 20.0 PSF REF R151- -12010 ttLililll!/�� PERFORMING THEE ED FONCTI O N SnRU NLS SST OTHERW I SE I N DIC AWED, TO CHORD SHOR ALL SSHALLF HAVERACTI ES PROPERLY ATTACHED PH OR To ``,`t�F f{ F''�� ,�l�i�q .. TC DL 7.0 PSF DATE 05/08/02 STRUCTURAL PANELS, B(ITTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �` V!' , **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED )'�• B C D L 5.0 P S F D R W HCUSR151 02128087 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAI LUR- TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTAIIING No 22839 BC LL 10 0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PR OV IG[ONS OF NDS (NATIONAL DEJIGN CC NSHENECTORSIF CATIAREP MAGESOFD20GATASTMMA653AGR40REST GALV. DTE E L ERE%CEPTI AS N 0TEDND T APPLY ACONNECTORS TO ; STATE OF ^ TOT.L D. 4 2.0 PSF S E Q N - 34341 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S•fi�• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �l��C' ��R��P'•.ati[ �� D U R FAC. 1.2 5 FROM K A Alpine Engineered Products,Iltc. RESPON S[BILITY SOLELY FOR THE IR SS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r I'IellleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. May'�b6ry� �ENG��`�`` SPACING SEE ABOVE (80320- E2) 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 :W5 2x4 SP #2 N: 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. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X7= W1.5X4 III W3X5 = W3X5 Wl.5X4 8 r 5-8-7 W5 I 18-7-0 W3X5= W5X7 - W3X5= W1.5X4 III W2X5(A5R) 1<2-0-0,1 L 8-0-0 I 19-8-8 I 27-8-8 Over 2 Supports J R=1303 U=629 W=3.5" R=1146 U=528 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (H.ANDLINO INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,�llltNtl/►/►►� T C LL 20.0 P S F R E F R151--12011 INSTITUTE, 583 D'ONOFRI0 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.�`�ER pe�',,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `♦♦♦♦Q„ •��tiC-9/A.'/+ T C D L 7.0 P S F DATE 05/08/02 STRUC.T URAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ♦ [ '( FF' — 'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` �'•• B C D L 5,C P S F D R W HCUSRI5I D2I26D7D kPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE -,I �' 1 •w, L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND No '2839 • � B C L L 10.0 P S F HC—ENG M N M/W P F EZALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROY IS IONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. 4 2.0 P S F S E O N - 34344 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERir 4¢= DRAWINGS 16D A-Z. EI,THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I��(yN'•';C pq►OP• `�♦♦� D U R.FAC. 1.2 5 FROM K A �ptnlleIIle�e City,FTP3u$44 �C COMPONENTTRESPONSIBIFORYANYYLPARTICULARFOR EBUILDINGOISOTHETDES I GN SH WN. TH S TAB IT REESPONSIBILLITY OF THE BUILDIINGIDESIGNER, PER THIS �4��ipT �G��``♦♦ FLCertiicateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. May dip►► Et��`�� SPACING 24.0" (80320- E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.57 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. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X7 = W1.5X4 III W4X4 Ll W1.5X4 III W3X5;i —1 8 8 F- 7-0-7 W3X5 J W5X5 = 2 0-0 0-6,-13 5 18-7- W3X5 = W3X5(B2) W2X4(A1) W04= W3X3 L,2-0-0 14-11-12 _J fF10-0-0 _I_ 8-0-0 _I_ 9-8-8 J f 5-1-2 T 9-9-6 T 12-10-0 27-8-8 Over 3 Supports J R=735 U=466 W=3.5" R=1238 U=429 W=3.5" R=476 U=269 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale rtB RAINGN I NO*RE FERR TOES REG HID 91 (HANDLING IRE(HANDLRINGE CARE INSTALLIINGAAND BRACRING)HANDL UBILISHED BY TPI INSTALLING PLATE ,��1111�XX11�� TC LL 20.0 PSF REF R151AND - -12012 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO \�,``�E Rt P ,/'��'� T C D L 7.D P S F DATE 05/08/02 PERFORMING THESE FIINCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEO ` `F�••�/I'''j STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••� C'.q ?/�� _1 IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A e �� B C D L 5.O P S F D R W HCUSR151 0212B0�1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f" ALPINE BUILD THE TRUSSES IN CONFORMANCC WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ No.22839 B C L L 1 0.0 PSF H C-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • • TOT.L D. 42.0 P S F S E Q N - 34346 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i��•• F�ORIOP, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I C r D U R.F A C. 1.25 FROM KA Alpine Engineered Products,II1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. SUITABILITY AND USE OF THIS ��/,�/ x \\\ FLCertiflafCOf Ut110117T $(7 ANSI/TPIT1F1995RSECTI Nf.LLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May Dt��irq DENG�`��\ SPACING 24.0" (B0320- - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.23 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 :W5 2x4 SP #1 Dense: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W4X4= LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X7= W1.5X4 III W3X5�� W3X5 0 W5 —1 8 8r 8-4-7 W5X5 W3X5 J = 2-0-0 0-6-13 1 5 T �18-7- W1.5X4 III W3X5(132) W2X4(A1) W4X4 W3X8 L<2-0-0-1E 14-11-12 ,1 12-0-0 _1_ 4-0-0 _1_ 11-8-8 5-1-2 r 9-9-6 T 12-10-0 fE 27-8-8 Over 3 Supports I R=701 U=484 W=3.5" R=1326 U=413 W=3.5" R=421 U=284 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-12013 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \�G INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��``�`R P. �� T C D L 7.D P S F DAT E 05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL D "I HAVE PROPERLY ATTACHED �'(� c •• F� ��j **ILIN G MPORTANTIR CTURAL **NELFURNIISHOA C O PY DO FH TO ISALLH DE SI G NAVE AP TONo P THE ER Y INSTALLATATTACHEDIONGC ONTRACTOR. ALPINE ENGINEERED �` �G �t� ',� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO /® B C D L 5.D P S F D R W HCUSR151 D2128D72 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ^'`'• No.22839 BC 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 = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO '� TOT.LO. 42.0 P S F S E Q N - 34348 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i 9�• P, ' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM KA Alpine Enginecred Products,Inc. RE SPO ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��/�City,Fl. 33844 /{�{ •• FI.C'CT�I1HfllCaie Of UUIOnZH[ /I$('J COMPONENT FOOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 627// � SPACING 24.0" ... 1 (B0320- - E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.90 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 :W4, W6 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. HANGER= SIMPSON'S HUS26 W1.5X4 III FILL ALL NAIL HOLES. W5X7 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III W3X5 W6 W3X5 0� —1 8 8 F— W4 (A) 9-8-7 W3X8 J W5X5 = 2 0-0 0-6-13 5 T 18-7 W2X4(Al) W4X4 W1.5X4 III W3X5(B2) � W3X3 I<2-o-o-- 14-11-12 14-0-0 _I_ 13-8-8 �I 5-1-2 T 9-9-6 T 12-10-0 fF 27-8-8 Over 3 Supports J R=721 U=516 W=3.5" R=1268 U=357 W=3.5" R=460 U=322 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d 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 REF F R 1 5 1--1 2 0 1 4 aRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE '\Y11111111q PERFORMING THESEDFUNCTI0 SIO ORU' USTOTH0RWISEDINDNCAWED, TOPICHORDFSHALLFHAVEET PRACTICES PH PROPERLY ATTOARHED �ti'I EA P'Fi/�'-,, TC DL 7.Q PSF DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID IN `4\q •�Ill C�4 •'A-��i ----- *'IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S4 BC C D L 5.0 P S F D R W HCUSR151 02128073 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ Na.22839 BC 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 (NATIONAL DESIGN SPECIFICATION PUBLISHED DY THE AMERICAN FOREST .4 ND PAPER AS SOCIAIION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIV. STEEL, EIICEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N - 34336 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED UN THIS DESIGN, POSITION CONNECTORS PER r.'p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�I�(Nj••�(ORIaP• 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 THISflaines p�' \\ FLCertifiwteofAuthorizat8ion4567 ANSIOTFNT1F1995NSEC11ONC2lAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May O�j`�,; DENG�\\�`\ SPACING 24.0" (80320- 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, 18.57 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. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOENAILS AT BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8F- 19-3-4 1-0- 1-0-7 18-7-0 W2X4(A1) �2-0-0��1-0-12� 1-0-0 Over 3 Supports R=407 U=554 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDODE 19.5d FL 3 R - Scale =.5" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND i1111111111�� T C L L 20.0 P S F R E F R151--12015 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 �`` R p T C D L 7.0 P S F DATE 05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `�� :•J�� . j /ice' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � )` "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (n B C D L 5.0 PSF D R W HCUSR151 02128074 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA;IURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND NO.228exp 39 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDSS (NATIONAL DESIGN — = B C L L 10.0 PSF HC-ENG M N M W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) OF TP 1. ALPINE ? STATE OF • TOT.L D 42.0 P S F S E A N - 34355 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, No CONNECTORS PER F�. F� P`• lo DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��j C/�• � ��` D U R.FAC. 1.25 FR0M KA AI Ina En IRCelCd IXLO(IllCtS,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF Tt1IS /�F FI.('CrIlI1lle City,01L 384#567 COMPONENT FOR So PART NC UL AR BUILDING IS THE REST NS BILITY OF THE BUILDING DESIGNER, PER May /0 tJ/•//L� 1110G,�,`` SPACING 24.C" (80320- 3' CJ 3L3R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.23 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 PSE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 20-7-4 R=25 U=180 8 F- T+ 2-4-7 2-4-7 18-7-0 R=28 U=180 W2X4(A1) L--- -2-0-0 E 3-0-12—� s3-0-0 Over 3 Supports R=320 U=286 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 - R - Scale =.5" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �tt�llt llt(� T C L L 20.0 P S F R E F R 1 5 1--12016 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TO (TRUSS PLATE �� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). fOR SAFETY PRACTICES PRIOR 70 \%A• SRP T C D L 7.0 P S F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\\�� cc`��l�€;• F�I��j� STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGiD CEILING. I a\ , C'.q�. **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 021 28075 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �_ 7ALPINE BRACIINGBUILD HOFTTRUSSES. COTHOISMDESIGNICONFORMSOWITHAAPPLICABLE PROVVISIONSSOFPNOSG(NATIONALINSTAL IDESIGN � o.22839 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) AND TPI. ALPINE STATE OF • – TOT.L D. 4 2.0 P S F S E O N - 34359 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • /Cl. DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'IICV OR!Q!'' � D 0 R.FAC. 1.2 5 FROM KA Alpine Engineered Products,Il1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SN OWN. HE SOITAB IT Y AND USE OF THIS /fru)-' �y^/E\G� \\ T Ilames City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (ft+�Z� 1_1111t,,�W\\, S P A C I AI 2 4.0" FL Certificate Of Authorization ANSI/TPI 1-1995 SECTION 2. Mdy 2J I►►77Fi MVV 11 1 - 4 I 1 (B0320- - 5' CJ 1L 1R) 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 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 21-11-4 R=98 U=180 8 (— 3 8-7 3-8-7 18-7-0 R=65 U=180 W2X4(A1) t--2-0-0 JE 5-0-12 —� �5-0-0 Over 3 Supports R=378 U=264 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19,54 FL 3 R - Scale =.375" Ft. '*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 11!111#1►►► TC L L 20.0 PSF R E F R151-12017 BRACING. REFER TO HIB-91 (HANDL]N6 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1�1G INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO \� `'`4R P"''��i PEBE RM[NC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \\ P • •• F� ��/ T C D L 7.0 P S F DAT E 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ;\\. •�tIpq ��' **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • B C D L 5.0 PSF D R W HCUSR151 02128076 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIi..;Rf TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .Q.228'39 � � B C L L 1 0.0 P S F H C-ENG M N M/W PF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL UES:GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �►, STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO : TOT.L D. 4 2.0 P S F S E Q N - 3 4 3 6 3 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ♦ �C` DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�sp�(�1� OR%OP••�LLv �� D U R.FAC. 1 .25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �j�F E`u1�, `\\ FLCertficateotAuthorizat�#567 ANSI/TPIT1F11995NSECTIONCCLAR BUILDING IS THE RESPONSIBILITY OF THE BUIlDIN6 DESIGNER, PER May Dtf/�h Its �N,`,` SPACING 24.0" (80320- 5- EJ Cl NC) 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 TCDL=3.5 PSF, WIND BCDL=2.5 PSE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 21-11-4 R=98 U=180 8 F- 3-8-7 3-8-7 18-7-0 R=65 U=180 W2X4(A1) L-2-0-0 JE 5-0-12 _I �5-0-0 Over 3 Supports R=378 U=264 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. —WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �— �\ttittitttD T C L L 20.0 P S F R E F R151-12018 BRACIG. 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 ��,`NI S R p ''��j PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `��P� t!�••�� '��j TC DL 7.0 P S F DATE 05/08/02 SIR CT BRAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J(`,,9 �?j _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIKEERED kz 1 T((�• BC DL 5.0 PSF DRW HCUSR151 02128077 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN f,ONFORMANCE W[TH TPI: OR FABRICATING, MANDLING, SHIPPING, INSTALLING AND / • o.22839 ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN �/� BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PBBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • TOT.L D. 4 2.0 P S F S E Q N - 34361 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 iI'j�t�^' ';�ORtOP t�`��• D U R.FAC. 1.25 FROM KA Al ine En ineered Products,Inc. RESPONSIBILITY SOLELY FUR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��, P s mss' cG . Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �/p L FL Certificate of Authorization#567 ANSI/TPT 1-1995 SECTION 2. May UO,�J hitt\��` SPACING 24.0° (80320- 6' EJ E1 NC) 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 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 22-7-4 R=128 U=180 8 4-4-7 4-4-7 18-7-0 R=83 U=180 W2X4(Al) L-2-0-0 3JE 6-0-12 —6-0-0 Over 3 Supports—� R=414 U=264 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND \\111it�1l��I T C L L 2 D.0 P S F R E F 8 1 5 1--12019 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\ /r INSTITUTE, 583 11'DNDFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PH IOR TO ��\ R P ,' T C D L 7.0 P S F DATE 05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y` tea! , ��i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r`!' . C+.q�,.?/Is **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V to� BC DL 5.0 P S F D R W HCUSR151 02128078 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO -7'� ,'^ ,PRODUCTS, THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N0.LG�39 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 = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 5 STATE OF TOT.L D. 4 2.0 P S F S E 0 N - 34365 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4G GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �(�.� FL P DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��j C/�� OR�Q `\� D U R.FAC 1 2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF SUI TABILITV AND USE OF THIS Cj. \ P g �i ANSI/TPI NHaines City,FL 33844 COMPONENTl995SECTION 2 fONIPARTICULAR BUILDING IS THE ftESPONSIOILITY OF THE BUILDING DESIGNER, PER FL Certificate of uthorization#567 May DrS,�j4,3�11100,11\ SPACING 24.0" (B0320- - 5' HJ C1 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.91 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. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT SUB-FASCIA BEAM ASSUMPTIONS: 5-1-1 SUB-FASCIA BEAM ON THE 0-0-8 SIDE REQUIRES 42 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE CANTILEVER SIDE. 5-1-1 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER 0-0-8 CANT SIDE REQUIRES 42 LBS. SIDE. HIPJACK SUPPORTS 4-11-8 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. 21-11-4 R=158 U=180 5.66 1 T 1 — 3-8-2 3-8-2 18-7-0 R=99 U=180 W2X4(Al) �2-9-15 _�E 7-0-14 _I i7-0-2 Over 3 Supports R=384 U=258 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 - R - Scale —WARNING— RACR NGNG RRE FERTRUSSES BREQUIRE(HANDLING I E IN CARE LN NG AND BR pFABRICATION,N G)HANDLING,UBISHE DH BY TPI INSTALLING SI PL AT ED {\\11tt�1VN// TC LL 20.0 PSF REF R151- -12020 I/ INSTITUTE, 583 D'ONOFftI0 DR., SUTE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��, IR P, �/�" T C D L 7.0 P S F DATE 05/08/02 PERT 0RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� •�t�i••• 'y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� . C,r]�•�/s "'IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C,1 BC DL 5.D PSF DRW HCUSR151 D212BD79 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 22839 B C L L 10.0 P S F HC-ENG M N M/W P F 7ALPINE 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 STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E A N - 34367 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ^ �C DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�IV�• 4 0 %1P•�LLv D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONS[BIL ITY SOLELY FOR TME TR U'S COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS I� �j�'tl � FL Certificate ofAuthorization N 567 ANSI/TPI COMPONENT IF 11995N SECTIOONCOL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May QtS�/C/ Di►\1\\�, SPACING SEE ABOVE (B0320- 7' HJ E1 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 20.24 FT MEAN NGT, 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: 6-1-1 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 4-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 6-1-1 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 58 LBS AND THE 4-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 58 LBS. HIPJACK SUPPORTS 5-11-8 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. 22-7-4 R=168 U=180 W3X5 5.66 F_ 4-4-2 UP 18-7-0 WI.5X4 III W3X3= R=232 U=180 W2X4(A1) -2-9-15 �E 8-5-13 _I -EE - 8-5-1 Over 3 Supports R=490 U=322 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE�19.5d FL 3 R - Scale *BRAING�O*R EFERR TDS HiBES R REQUIRE IR E(HANDLING RE INSTALL]NG CARE IN ND BR AFABRICATION,N G)H AN PUBHL�SHE DH BYP TPICI PLAT EDt'1011111111"', TC LL 20.0 PSF REF R151- -12021 INSTITUTE, 583 D'ONOFRIO DR., SUTE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `\\\\xE R F� �IA// PER To R I NG UNIT .. ROP E ATTk-lHED ES *S TR[ UC aMPI HAL PANELS,FURNISH OOASCOPYDO SHALL HDESI IN PROPERLYDTHE I ATTACH ATI RIGON CONTREIL AC TOR.PALPINE YE NGINEER ED �a\\ iY`�t `'-Q),�!/'�� T C D L 7.0 P S F DATE 05/08/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURF TO L BC DL 5.0 PSF DRW HCUSR151 02128080 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - NG.22839 = B C L L 10.0 P S F HC-ENG M N M/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO i s TOT.L D. 42.0 P S F S E A N - 34370 EACH FACE OF TRUSS, AND UNLESS OF LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGSSPACING S E E A B 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i (\ • C0RIOP••`V�� DUR.FAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE DF THIS • tIH111eS City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �UI-O% Fnj DE FLCerti[icateofAutholization#567 ANSI/Tc'I 1-19e5 seCTI ow 2. M d Y p rtttp� I 1 1 , (80320- 1' CJ D1 1L 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.57 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. PROVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 8F- 0-8-15 19-3-4 1-0-7 18-10-9 5 18-7-0 W2X4(A1) 12-0-0____J,1-0-12:�j 1-0-0 Over 3 Supports RR=407 UU"=558 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.5" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ;"01ttllitt"I T C LL 20.0 PSF R E F R 15 1- -12022 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `\\,,`` E F� �� T C D L 7.O P S F DATE 05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `\\ -•S`�'C.••/L ��' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �1` .9�.?/ `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDOff : r BC DL 5,0 P S F D R W HCUSR151 02128081 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL DLSIGN C = 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) AND TPI. ALPINE r STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 4 2.0 P S F S E O N - 34372 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .•,c�CrRt�P ``� DRAWINGS 160 A-:. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I� \ D U R.FAC. 1.25 F R 0 M KA Alpine Engincercd Products,Inc. RESP0 SIBILIIY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIStPj� FL Ceit1I1C3Ee City, tllpr33844 ll 567 COMPONENT T1 FOR ANY NSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May f,4'�C'JyFp'Ellt��l�tt`` SPACING 24.0" (B0320- - 3- CJ D1 11 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.23 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. SHIM ALL SUPPORTS TO SOLID BEARING. 20-7-4 8 F— 1 2-15R=25 U=180 2-4-7 19-8-9 R=28 U=180 5 +18-7-0 W2X4(Al) L-2-0-0 -'- 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 , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. **WARNING*-' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND y T C L L 20.0 P S F R E F R151-12023 BRACING. REFER TU HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\ ltciR'^I ,,' INSTITUTE, 583 D'ONOFRIO UR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\ G /� T C D L 7.0 p 5 F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC NEO `� •L•• IAAA��i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � l lC,q�•-V(�,�i **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 02128082 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IC ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ IVt) 2239 5 BG LL 10,0 PSF HC-ENG MNM/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESI GN O 9 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO TOT.L D. 4 2.0 P S F S E Q N - 34375 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /� w DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��('1'•';Lpg10P'4 ��` DUR.FAC. 1.25 FROM ICA Alpine Engineered Products,Inc. RE SPUN S181 LITY SOLELY FGR 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 8DILOING OE SIGNER, PER May �� DENG\\P` SPACING 24.0" FL Certificate of Authorization 4567 ANSI/TPI 1-199s SECTION 2. N it (B0320- - 5' CJ D1 1L 1R) 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 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 21-11-4 R=98 U=180 1-8-15 8 20-6-9 3-8-7 R=65 U=180 —) 5 18-7-0 W2X4(Al) L-2-0-0 5-0-12 �5-0-0 Over 3 Supports R=378 U=262 W=3.5" PLT TYP. Wave TPI 95 Design Criteria: TPI STD , FL BLDG CODE 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 R151-12024 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE tall 111/// ETY PERFORMING THESEDFONOCTIONSIO DRONLESSTOTHEERWISEE 200. OINDNCAWED, TOPICHOftOfOSHALID LfHAVEPRACTICES PROPERLY ATTACHED �VINIo. E R P,Fj'„, TC DL 7.0 P S F DATE 05/08/02 TACHED "IMPORTANT”SIR CTURAL *NE LFURNIISHOTTOA COPY DOFHTHISALLHDESIGNAVE A P TOP THE ERLY INSTALLATION AT GCONTRACTOR. ALPINE ENGINEERED � q�� ' BC DL 5.0 PSF DRW HCUSR151 o2I26oa3 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETOBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ,22839 ; _ BC LL 10.0 PSF HC-ENG MNM/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FDREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E Q N - 34377 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER prodcts DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �i��C••F(�A�QP• L ��` OUR.FAC. 1.25 FROM KA AIPIII�lIIeS��,FL 33844 Inc COMPONENT I FOR RESPONSIBILITYSOLELY PARTICULAR EBUILDINGUSS OIS THE TREESPONSIBILLIITY OF THE BUILDN. THE ING]DESIGNER,TY AND PER THIS � FL Certificate ofAutho»tion#567 ANSI/Tr'I 1-199s secnDN z. MaY �iyEal�� SPACING 24.0" (B0320- 6' EJ D1 NC) 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 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W1.5X4 III 22-7-4 R=197 U=180 2-4-7 8 4-4-7 20-7-0 R=14 U=180 W5X5 —� 5 18-7-0 W2X4(Al) L--- 2-0-0 _IE 6-0-12 _I 5-1-2 10 I �-6-0-0 Over 3 Supports—� R=414 U=262 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.50 FL 3 R - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND \ tllllllf/!!�/ T C L L 20.0 P S F R E F R151-12025 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE \\� / PERFORMING THNST TUT 5 ESEDFUUNOCTRONSDRUNLESSSO I TOTHEO0.RWISEDINDNCATED, TO P37 ICHORDFSHALLF4AVEPRACTI CESPR0PERLY ATTACHED ��PRIOR TO ``\\ ��R P.F/-�y�''4 T C D L 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING.` o I`Ir q�• ",-�/� "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • �• BC DL 5.0 PSF DRW HCUSR151 02128084 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO /JAI iz BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO *(V • No.22889 : = B C L L 10.0 P S F HC-ENG M N M/W P F 7ALPINE 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 . STATE OF • — T 0 T.L D. 42.0 P S F S E A N - 34379 CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • ` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��• DRAWINGS 1b0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �I �j�•:;<OR1OP••gt/ �� D U R.FAC. 1 .25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY So FOR THE TRUSS COMPONENT DESIGN SHOWN. THF 5U ITABTLI TY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY' PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y S P A C I N G 2 4.0 FL Certificate ofAudiorization 0 567 ANSIYTPI 1-1995 SECTION 2. (80320- 6' HJ D1 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 20.24 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 6-1-1 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 4-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 6-1-1 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 58 LBS AND THE 4-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 58 LBS. HIPJACK SUPPORTS 5-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. SHIM ALL SUPPORTS TO SOLID BEARING. W 3 X 8- f22-7-4 R=16 U=180 W3X5 2-4-2 5.66 4-4-2 20-7-0 R=416 U=215 W5X5 = W5X5 0-4-7 J 3.57 W1.5X4 III A,,-18-7-0 W2X4(A1) �2-9-15 �� 8-5-13 J 7-0-15 1 a 3 -8-5-1 Over 3 Supports R=490 U=322 W=4.2" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale-=.375"/Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND G TC LL 20.0 PSF REF R151- -12026 B RACING EFER DLING INSTALLING RACING) PERFORM[NO THES ED PONCTI 0 N SDR U N 91 N E SSTO THERWISEMALI INDICATED, TO P1 CHORD SHALLLISHEHA VEP PR O PERLYBY TP I U ATTACHEOR D ��SSPLATE `�tG R P,� �j� INSTITUTE l TC DL 7.0 PSF DATE 05/08/02 STRUCTUR 0.L PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� IltlC,q•�A.iii `*IMPORTANT`` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTDR. ALPINE ENGINEEREC �� A•-(� B C D L 5. P S F D R W HCUSRI5I 02128D85 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IG CR _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (NATIONAL BE GN _ ; No.22839 _ SPECIFICATION PUBLISMEB BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .� STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO " TOT.L D. 42.0 P S F S E A N - 34382 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S�Q GRANT NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '��G►'.�;C ORIOP ��` D U R.F A C. �EA FROM K A Alpine Engineered Products,Inc. RLSPDNSIBILITY 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 M a y 11l93j%D ENGp�`� S P A C I N G S �Ej FL Certificate of Authorizationit567 ANSI/TPI 1 1955 SECTION 2. p �� 2X6 "T" REINFORCING MEMBER ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 1FORCING 1MBER 2X4 BRACE (1) 1X4 'Z" BRACE " (1) 2X4 "L•' BRACE " (2) 2X4 "L" BRACE "" (1) 2X6 't" BRACE • (2) 2X6 '1." BRACE •" +-� GABLE VERTICAL NO TOENAIL w 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- 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" SPRUCE-PINE-FIR HEM-FIR W O t t STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' 8" FROM "L" TO "T" REINFORCING MEMBERS, 1 2 STANDARD 2 STUD FACTOR BY LENGTH (BASED ON GABLE 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 STUD 3 STANDARD -.CIES, GRADE AND SPACING) FOR (1) S P #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" :E, GROUP A, OBTAINED FROM THE #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" e' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di Di DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 3 3 ALPINE GABLE DETAIL FOR ASCE OR STUD STUD ,OAD. STANDARD 3' 4" :f 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STANDARD STANDARD �--+ 1 2 3' 11" 6' 9" 6' 11 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" .OWABLE "T" REINFORCED GABLE VERTICAL [—I S P F #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" 4' FROM TOP TO BOTTOM CHORD. H F STUD 3' 10"' 5' 11 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" GROUP B: 3TH INCREASE W/ T BRACE w Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" ✓ 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR ,D "T" REINF. t & BTR I MBR. SIZE SHCCI ASCE � SP #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6' 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 2x4 10 % l0 7 W � 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 2x6 40 % 50 7 DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH 2x4 10 7 10 7 STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 6' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" 2 2 2x6 to 7" 50 7. Q S P F #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10. 6" 13' 10" 13' 10" 14' 0" 14' 0" 2x4 10 7" 10 7 r k [J 2x6 30 7. 5D 7 `J HF STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 2x4 10 7ff507 � STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 2x6 40 % x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 2x4 20 7 Sp #2 4' 7" 7' S" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. 2x6 20 7. � � #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" 2x4 10 7. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' D" 13' 10" 14' 14' 0' 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). 2x6 30 7 STANDARD 4' 4" 6' 1" 6' 1" 8 0 8' 0" 10' 6" 1D' 9" 12' 5 12 5 14 0 14 02x4 10 7 GABLE END SUPPORTS LOAD FROM 4' 0" 2,,6 10 7. 30 % SYMM I OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" 214 20 7. 10 7 ABOUTI� PLYWOOD OVERHANG. 2,6 20 7" 40 7. + GABLE TRUSS ATTACH EACH "L" BRACE WITH IOd NAILS, 2x4 0 7. 20 7" 2X4 #2N OR BETTER 'K FOR (1) "L" BRACE: SPACE NAILS AT 2" OC. 2x6 raEJE 20 7. DIAGONAL BRACE OPTION: IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. 2X4 20 7 DIAGONAL LENGTH MAY BE T + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. 2x6 10 7 30 7 DOUBLED WHEN DIAGONAL 18" *I IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT I -I- + "L" BRACING MUST BE A MINIMUM OF 807. OF NEB D SPEED = 100 MPH DIAGONAL BRACE FOR 870#' L fl MEMBER LENGTH. AT EACH END. MAX NEB BRACE )F HEIGHT = 30 FT TOTAL LENGTH IS 14'. ** RTICAL = 24" O.C. SP #3 GABLE VERTICAL PLATE SIZES OACING MEMBER SIZE = 2X4 2X4 SP OR DF-L y2, r OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE 's INCREASE (FROM ABOVE) = 107 = 1.10 VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" * LESS THAN 4' 0" 1X4 OR 2X3 L" BRACE LENGTH = 6' 7" IN TABLE ABOVE. DOUBLE CUT L 1 + + GREATER THAN 4' 0", BUT "T" REINFORCED GABLE VERTICAL LENGTH + zX4 (AS SHOWN) AT LESS THAN 11' 6" 1.10 x 6' 7" = 7' 3" UPPER END. GREATER THAN 11' 6" 2.5X4 CONTINUOUS BEAR]N + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. VINGS CAB98117 876,719 Sc HC26294035 CONNECT DIAGONAL AT MIDPOINT OF VERTICAL NEB. REFER TO CHART ABOVE FOR MAY GABLE VERTICAL LENGTH. REF LET-IN VERT THIS DRAWING REPLACES DRAWING A10030E DATE 10/24/01 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED �111•.IU llll�/// REF ASCE7-98-GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FDR ��E p. /� DATE 09/10/01 DRWG GBLLETIN1001 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, �� Lz TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVE A RIGID —ENG DLJ/KAR **MPORTANT**RLY FURNISHCAECOPY OF THISNG.DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE • � DRWG A12030ECO901 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 7 ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPli OR FABRICATING, No.22839 ❑ —ENG LD. 60 PSF HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE •• STATE OF • .. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT. LD. 60 PSF ANY ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF 9 ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED DN THIS DESIGN, POSITION CONNECTORS PER ('1'•';C ORIOP'•' ING 24.0' POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS SU ENGINEERING RE POSE IBILITYOF SOLELY R THETRUSS GOR AN INDICATES PARTICULAR BUILDING NG SHOWN. THE ANCE OF PROFESSIONAL //�/FREDEN�� RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. May 08 '(J cN!!llillllll�� MAX. SPACING 24.0' 2X6 'S GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES� MEMBER 2X4 "T" SYM. '� FOR LET—IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT 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 +Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + + IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO 'T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VERTICAL + 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. 1 YP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 _ 10 7. 10 7 + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 7 10 7 30 FT 2x6 50 7 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 7. 50 % 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 7. 40 7. + 90 MPH 2.4 20 7. 10 7 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 7. 40 7. RIGID SHEATHING ATTACH EACH 'T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 7. 50 7 4 TOE AILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7 AND BOTTOM CHORD_ 15 FT 2x6 10 7 30 7 p., GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7. 10 7 REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 7 40 Z MEMBER 70 MPH 2x4 0 7. 20 7. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 15 FT 2x6 0 7. 20 7 OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7 20 7. GABLE PACEDTOENAILS A11015EN0699, A10015EN0699, AO9015ENO699, A08015EN0699, A07015EN0699 30 FT 2x6 10 7. TRUSS SPACED AT 4" O.C. A11030ENO699, A10030EN0699, A09030ENO699, A08030ENO699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A0851SECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP q3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015ENO699, 509015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH 4 TOE AILS SEE APPROPRIATE ALPINE GABLE DETAILASCE 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 A-WAINSTALLING AND BRACING. REFER TD- TRUSSES REQUIRE EME HIB 91RL IN HANDLINGIINSTALLINGNAND BRACING), PUBLISHED ?'#W SHIPPING, 11�1QF�I', REF LET—IN VERT 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, �� •+F4 ///i DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� 16.r• /� HAVE A PROPERLY ATTACHED RIGID CEILING. `, p'•• DRWG GBLLETIN1001 *•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 No.22839 —ENG DL1/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ STATS OF APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF `y��•••,e� t, TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �i/C/ ORI POMPANO BEACH,FLORIDA ENGINEERING R WINGS ORESPONSIBIL RESPONSIBILITYSEAL SOLELY THIS FOR DRAWING TRUSS COMPONENT ICATES ACCEPTANCE DESIGNO SHOWN, THE ///'t��REDO�` R. FAC. ANY SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE May 08 'i7�/gplplpl�l� MAX SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 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, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\\\{1,11 IU/ BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR o\ as /// SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �% R i � ,C DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,•.� P� • ;�.� _�.{, HAVE A PROPERLY ATTACHED RIGID CEILING. �� Q (�DL PSF DRWG BRCLBSUB0699 ••IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI' OR FABRICATING, 13C 3,L PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSESDESIGN CONFORMS WITH N0.22839 _ APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE % AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE rJF 1'0'1~ LD. 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 %��• P„ POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL .�j'(jam• R�Q. FAC. ENGINEERING RESPONSIBILITY ANSI/TPI COMPONENT DESIGN SHOWNTHE SUITABILITY DS � DDFOR N1 BUILDING IS RE OERPACING SPONSIBILITYFT1-1995 SECTON , (80320- - 63) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0.08" DUE TO DEAD LOAD. W04 W3X8% W3X8o- 8 6-9-10 8 J 5 W5X7(R) III 1 J 5 W5X7(R) III 5 5 �18-7-0 W2X5(A1) W5X7 W2X5(A1) L--2-0-0-J L-2-0-0-j 9-7-12 9-7-12 _I 4-9-8 T 4-7-12 1 4-10-4 5-0-0 fE 19-3-8 Over 2 Supports R=931 U=557 W=3.5" R=931 U=557 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CGDE 19.5d FL 3 R - Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �L1111111liry, T C L L 20.0 P S F R E F R151 --12000 INSTITUTE, 583 D'ONOfR10 DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO %```` E R P F��'�. T C D L 7.0 PSF DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� Q. •�I�i•• •/G /�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i B C D L 5.0 P S F D R W HCUSR151 02128061 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C �_ BRACBUILNGH OF TR URUSSSES[N CO NM OSMDESIGNICO NF ORMSH I OWITHAAPP LICA LE P R OV ISIONSSOF PND SG(NAT IO NAL NSTALI DESIGN •G ANDN�.22839 BC LL 10.0 P S F HC-ENG M N M/W P F ALPINE SPECIFICATION PUBLISHED BY THE Ah1ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF C,O N NECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO a' TOT.L D. 4 2.0 P S F S E Q N - 34308 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i��W $ DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �'�C••1•��.�ORI OP'••• �� DUR.FAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILOR ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '�� /+/ •uL ��` T FI Certificate O(AUtl1011Tag OR#SCI ANSI/NPI T1 F1995N ECAR GNC UL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May �!/�! n� D��,`,` SPACING 24.0" (B0320- - B4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 0.09" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04 W 3 X 8 W3X8 4i 8f � $ 6-9-10 (A) 5 W5X7(R) III 1 5 W5X7 (R) III 5 5 �18-7-0 W2X5(A1) - W5X8 W2X5(Al) a L--2-0-0-;;--J 9-7-12 9-7-12 �F 4-9-8 fi 4-7-12 1 4-10-4 T 5-0-0 IE 19-3-8 Over 2 Supports R=940 U=572 W=3.5" R=802 U=403 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T? HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��t�titttt�f// T C LL 20.0 P S F R E F R151-12001 INSTITUTE, 583 D'ONOfRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \��\ �,'�E R Pi=//�°�i TC DL 7.0 P S F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ,} STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `` SII C� �A'�� ••Y **IMPORTANTC FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FAILURE TO �• BC DL 5.0 P S F D R W HCUSR151 02126062 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 ;• 0.22839 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE OF CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO • TOT.LD. 42.0 P S F S E Q N - 34312 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DES ISN, POSITION CONNECTORS PER s �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ..�ip�C .;R.�P��L•�/ �� 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 f,'%)7 •-`Cy`` \�\` Halms City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER y �$//j 1 ��\\�\ SPACING 2 4.0 FL Certlfieate OfAudlorization#567 ANSI/TPI 1-1995 SECTION 2. Ma I'F ` .i 1 1 1 (80320- - B5 2PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required E� BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nalls) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 4" 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 19.29 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 19.29 (1) 1/2"_bolts MAY BE USED FOR (2) 0.13lx3.0_g_nails ON BC 2090 LB Conc, Load at 6.06 THE BOTTOM CHORD ONLY. BC 1146 LB Conc. Load at 8.06 BC 476 LB Conc. Load at 10.06 BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nalls BC 421 LB Conc. Load at 12.06 BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK BC 460 LB Conc. Load at 14.06, 16.06 1 19.000' 1 12" 6 BC 1156 LB Conc. Load at 16.94, 18.94 W4X4(R) III BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. 120 MPH WIND, 21.45 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TCDL=3.5 PSF, WIND BCDL=2.5 PSF. W 3 X 5 W3X5 8 F— s 6-9-10 1,-18-7-0 W3X8 III W1OX10 = W3X8 III W3X6(A5R) = W3X6(A5R) R=3762 U=1864 W=3.5" R=5342 U=2699 W=3.5" L,i:—�2-0-0-J L. 9-7-12 _I_ 9-7-12 J LE 19-3-8 Over 2 Supports J PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE \�\1l/�// T C LL 20.0 P S F R E F R151-12002 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .�`P" E R P /'�� T C D L 7.0 P S F DATE 05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO IC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,,�� 1'�� ••��,'�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT"* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 02128063 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �T r�r BUILD 7HE TRUSSES IN CONFORMANC WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �.22p39 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 STgTE OF • — SPECIFICAT]ON PUBLISHED BY THE .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE + CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N - 34352 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��•+IC�O tOP•0 DRAWINGS 1ESPO SI 60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �j�C/•• R \�` D U R.FAC. 1.25 FR0M KA FL CCHaines fi pine Engineered OI' p I X1567 ROMPONENB1FOi995N5ECTIONOULAAR THEBUILDINGOISONHETRDESPONS[BILSH WNY OF THE BUILDSNGIDESIGNERI AND SEPOR TN[S M a y'0 i�R5p ENG``,`�� SPACING 2 4.0" ANSI TP 2. (80320- Cl) 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, 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. W4X6 8 3 8-7 8F- 7 1� 18-7-0 W1.5X4 III W2X4(Al) = W2X4(Al) L-- 2-0-0� 5-4-0 _I_ 5-4-0 J fE 10-8-0 Over 2 Supports J R=663 U=345 W=3.5" R=815 U=475 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND cc INSTITUTE,RESE D?ONOBFR91 IO DRHANDUITE 200TATE MADISONNDWBRACS3719),PUBLISHEOR SA D BY TP PR ACTI(TRUSS ORATO �� '�tGR�Q TG LL 2O.O PSF REF R151--12O PERFORMS NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `�, e„!`� ; ��,j/��i� TC DL 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� �'� 2 p _IM IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFFRED ` A� B C D L 5.0 P S F D R W HCUSR151 02128064 PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAILINC ,:NO No 22839 — B C L L 1 0.0 P S F H C-E N G M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF: ' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA .ASTM A653 GR4G GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO i �•• TOT.LD. 42.0 P S F S E Q N - 34318 ONNECTORS PER DRAWINGSEACH FA 160 ARZ. ATHHE U SEAL NLESS ON THIS I DRAWINGSE IF INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '��1/ �.�QR�QP• r �� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMHaines City,FL 33844 PONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' �n D U R.FT A C. 1.2 5 FROM K A FL Certificate OfAuthorizan0#567 ANMIDTPNT 1F 1995N SECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y (�i7��/•r►lt�tt\\�W�� SPACING S E E ABOVE ,, 1 (B0320- - Di) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 20.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N :132 2x4 SP #1 Dense: 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. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 W3X6�i W1.5X4 III W3X8= W5X7 T2 8 F— W 1 8 4-4-7 62 W5X12i �Z — 5 W5X7 = 2-0-0 W3X8= 1 18-7-0 W1.5X4 III W3X6(A5R) W3X3= W3X5(Bl) W3X5= 1_2 D-Dj.;� _� 2I D-D 18-8-5 6-0-0 16-0-0 6-0-0 5-1-2 13-4-12 9-6-3 fE 28-0-0 Over 3 Supports R=1392 U=609 W=3.5" R=2277 U=935 W=6.996" R=607 U=235 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale —WAR N ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ~— T C L L 20.0 P S F R E F R 1 5 1--12004 BRACING. REFER 70 HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �ltliltll///�� INSTITUTE, 583 D'ONO FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR FO �0.� R p �j� PERFORMING THESE FUN TION UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACKED )• {.0 F�w-��j�, T C D L 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C� {1�'�•'••ti �i "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y 'Qj••1 v i BC DL 5.0 P S F D R W HCUSR151 02128086 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILbRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND � BC LL 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No.22839 COL P INE NNECTORS[AR EIN P MA OEIT SOF0BY 20GATA STMMA653AGR40RG ALV ST AN DSTEEPAPE RE%CE PTIA S[NOTE DND TAPPL YACONNECTORS TO ? STATE OF; T 0 T.L D 42.0 PSF S E Q N - 34320 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 ��(•1'•:;4 OR 10"'1417 O U R.FAC. 1.2 5 FROM KA AlpineEngS eerredPr33844,Inc. RESPONSIBANY SOPARTICULAR SLFOR TRUSS COMSRESPONSIBILITY DESIGN[ THE UI SHOWN. DF THE STABDESIGNER, R SUITAAND BILITY OFTHIS ` FLCertiGcateofAuthorization#567 ANSUTPI 11995 SECTION 2, May�69 SPACING SEE ABOVE Q��E`G��` (B0320- - D2) 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 L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W5X7 = W1.5X4 III W5X7 W3X5% W3X5 s r- 8 5-8-7 W5X5 W3X8= W3X5 2-0-0 W3X5 J 5 118-7-0 W3X5(A1) W3X3= W3X5(B1) W1.5X4 III 1 o �� 22-1-6 1_2-0-0_ I 8-0-0 _I_ 12-0-0 _I, 8-0-0 I I— 5-1-2 16-10-4 T 6-0-10 31 28-0-0 Over 3 Supports R=355 U=381 W=3.5" R=1054 U=568 W=3.5" R=1184 U=458 W=3.998" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151-12005 INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .��. //// PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED R TC DL 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •:'•�IFI • 2 �i- **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 10C **IMPORTANT— i B C D L 5,0 P S F D R W HCUSR151 02128065 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILNO A NoUR TO V (n• B RACDI N GH 0 FT TR URU 5 SSESIN CON FOR THI SMD E S IG NI CO N FOR M SO WITHAAP P LICABLE PR OV ISI LI ISII ON SS OF NO SG(NATIONAL INSTAL I DESIGN �_ i No.22839 BC ILL 1 0.0 P S F HC-ENG M N M/W P F ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N - 34322 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (,p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PER �,i'fS�('N� ��R��P ``� OUR.FAC. 1.25 FROM ICA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS OMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Plaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BU I LOTNG DESIGNER, PER 1 FLCenificateofAuthorization#567 ANSI/TPI 1 1995 SECTIONC2 May �U�//� �E�� SPACING 24.U" I I (80320- - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :B1 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. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.16" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MAY NOT BE INSTALLED IN REVERSE . W5X5= W3X5= W5X5 W3X6% "(A) ,-- 8 r 8 7-0-7 W5X7 = W3X8= 2 0-0 W5X7 W5X8 B1 5 6 L --1�-18-7 0 W3X6(Al) W3X8(Al) 24 0-0- 2� - 10-0-0 _L_ 8-0-0 _1. 10-0-0 5-1-2 T 18-7-6 I 4-3-8 �1 !F 28-0-0 Over 2 Supports R=1297 U=643 W=3.5" R=1297 U=642 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.1875" Ft. BRAINGNG*RE FE RTRUSSES HIBR yOU[R(HANCLEXTREME INST ALLINGE IN AA ND BR ACNI NCIHANDLING,BSHE pH SHIPPING, TN I' IN(TRUSSI PG AT ED Uiiil TC LL 20.0 PSF REF R151--12006 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ♦♦� `� P F//�� TC DL 7.0 PSF DATE 05/08/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP ATTACHED ♦ � '%, STRUCTURAL PANELS, BOTTOM CHORD SNALL HAVE A PROPERLY ATTACHED RI6ID CEILING. `�� i -- IMPORTANT** FURNISH A CUPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED k� BC DL 5.0 P S F D R W HCUSRJ51 02128066 PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI"UKE TO , _ ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL NG AND yo.22839 ; DRACING OF TRUSSES. THIS DESIGN f,ONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL CESIGN 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 STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N - 34325 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��•• F�ORIOP'• �Q'`� DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j'C/•• ♦♦ 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 Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Me �/(///�REDENGa�� SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. .y 023 '' , 1 (80320- - D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T3 2x4 SP #1 Dense: 120 MPH WIND, 22.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :Bl 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. CALCULATED HORIZONTAL DEFLECTION IS 0.41" DUE TO LIVE LOAD AND (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & 0.17" DUE TO DEAD LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. (B) 2X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. TRUSS MAY NOT BE INSTALLED IN REVERSE . W5X5 = W5X7 W3X6% W5X7 8r 3 (q) (B) T --j8 8-4-7 W3X8= W5X5 W5X7= W5X8 B1 5 6 L �18-7-0 W3X6(A1) W3X8(A5R) 12-0-0. 2-0-0 12-0-0 _1_ 4-0-0 _I_ 12-0-0 5-1-2 T 18-7-6 r 4-3-8 f< 28-0-0 Over 2 Supports J R=1297 U=651 W=3.5" R=1297 U=651 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.1875" Ft. `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-12007 BRACING.INSTITUTE,REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �IGliilllr+L(�r�' PERFORMING THESEDFIINCTIONS. UNLESSTOTHOERWIMEDINDIICATED, TOPICHORDFSHALLFHAVEPPROPERLY ATIII TACHED ��``�.�ER�'F��f1��j� T C D L 7.0 PSF DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I -•, {IFI`+• ti �i� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! ��` ��•� i BC DL 5.0 PSF DRW HCUSR151 02128067 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND - No.22839 = B C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRAC,ING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN z CONNECTORSI ORE P MADES OF020GAT ASTMMA153AGR40R GALV.ST OTE ELERE XCEPTI AS NO TED. TAPPLYACONNECTORS TO �• STATE OF: ; T O T.L D. 42.0 P S F S E 0 N - 34327 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS ]60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i��C• ';C 0RIDP � D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPON S[B ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33$t4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES LINE R, PER 3`T��pENG`` SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. May p�` `,� (80320- - D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 22.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x4 SP #1 Dense: 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. CALCULATED HORIZONTAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0.17" DUE TO DEAD LOAD. TRUSS MAY NOT BE INSTALLED IN REVERSE . W5X5 W5X5 W6X8(R) 0 W1.5X4 III T2 8 r --1 8 W1.5X4 ill 9-8-7 W3X8= W5X14 W5X14 = 2-0-0 J 5 g3� 18-7-0 W3X6(Al) W3X8(Al) 1.2-0-01_2-0-0_ I JIE 14-0-0 _L— 14-0-0 ( 5-1-2 I 18-7-6 T 4 28-0-0 Over 2 Supports j R=1297 U=660 W=3.5" R=1297 U=659 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ``,t�ttt�t(I tfF'<' T C L L 20.0 P S F R E F R 1 5 1--12008 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE j INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR TO \\%% E R p' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i \` ` �.�� T C D L 7.0 P S F DATE 05/08/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. II }�,C"` --Yp **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i �� V��• B C D L 5.0 P S F D R W HCUSR151 02128068 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • �_ ALPINE BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR EABRICATINf,, HANDLING, SHIPPING, 1N STALLING AND No.22839 _ B C L L 10.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DES LGN CQNFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CO NSPENEC TOR SIFICATI ARE MADESOFD 2 OGABY TASTMHE M A653AGR40R GALV AN STE E LED A R E X f E P TI AS NOTE DND T APDL YAC ONL INECTORS TO STATE OF: r TOT.L D. 42.0 P S F S E Q N - 34329 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •� DRAWINGS 160 A 2, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OR it) •,��\�\ DUR.FAC. 1.25 FROM KA AUpinle�Engine�tiro�d3uucctts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ' ENG�r``\\ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF INE BUILDING DESIGNER, PER M d y �j� % SPACING 2 4.0" Fl,Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. !II ttt\\ (B0320- - D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.90 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. CALCULATED HORIZONTAL DEFLECTION IS 0.44" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0.18" DUE TO DEAD LOAD. 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. W5X5 ie, W6X8(R) iii W1.5X4 III ---1 8 8 (- 9-8-7 W1.5X4 III W3X8 J 5 145X14 = W5X14 _ 6 0-66-13 t— � �18-7- W3X8(F2) W3X6(Al) 1c-2-0-0,1 L, 14-0-0 _I_ 13-8-8 5-1-2 T 18-7-6 T 4-0-0 rE 27-8-8 Over 2 Supports J R=1292 U=668 W=3.5" R=1156 U=514 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE _ 19.5d FL 3 R - Scale =.25" Ft. *DR CINE CkREFERRTO HIB 9ES 01UIR(HANDLING INSTALEME CARE LING AND BRAOCING)HANDLING, LISHED BY IT IN(TRUSSIPLATED V // TC LL 20.0 PSF REF R151--12009 lil11/// INSTITUT , 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\,`vS yRtt P- E F/w//�� T C D L 7.0 P S F DATE 0 5/0 8/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t �'•�y, !F� '.{j��i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. \ � C'4;.1, —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61NEERED e-. B C D L 5.0 P S F D R W HCUSR151 02128069 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO G BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 ; = 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� STATE OF • – TOT.L D 42.0 P S F S E A N - 34338 CONNECTORS ARE MADE OF IIIA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j •F� P. �\ DRAWINGS 160 A-Z. THE SEAL ON THD'SIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��jrQ'*:•40RI0. + \\\ DUR.FAC. 1.25 FROM KA RESP pine FLICeSo rtfine o�Auhored r 388404#Inc. 567 ANMPINENT1FOR ANYEPARTICUON LAREBUILDING OISOTHE TRESP 0NSIBIIIITY OF IHES GN S WN. IE IUILOINS DESFIBER,S TAB I AND rER THIS y / REp � SPACING 24.0" Ma 0�//