The URL can be used to link to this page

Permit 1475 Laurel Way (vault folder) CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in i compliance with the various ordinances of the City regulating building construction or use. For the following: i i I � I I Address: 1475 LAUREL WAY Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 i i Construction Type: Use Classification: SINGLE FAMILY I j Permit Number: 23972 i Date: 10/11/2002 i DON C. FORD, Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i I I � I i Address: 1475 LAUREL WAY Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 I i Construction Type: Use Classification: SINGLE FAMILY I Permit Number: 23972 Date: 10/11/2002 I 'i DON C. FORD, C.B.O. Poet iii a conspicuous space —— —------- 1oBADDRFm 17 L a a rd W aU TYPE Wom N eAA) How PROPERTY OWNER P-x-s4-cx-->n 1-ri e- TELEPHom 2A Co coNTRAcroRS47CAC)n -( . TELEPHONE PMZWTNUMMR 'L-3GI "1 DATE_ I 0�-- INSPEC7IONS• FOOTING T�. SLAB � o z 77EBE" LINTEL NALU7VG/SHlE4TMIVG ? ?�- FRA&MrCVCOVERpr r7/'31Z INSULATION FINAL BUILDINGZ- CFRTZFTGiTE OF OCCUPANCY �o-/ �/-vZ-- ELEcnttC4L PERMIT# 3 c `1 7-P /-1-73 INSPECTIONS ROUGH '(Gyre, K lb JA 1 0?/ FINAL "P; q -a Z G-rti s MEaM ,LAICAL PERMIT# _DLI L4�L INSPECTIONS ROUGH '7L3I I 0 FINAL —� l a-/ -o z PLUJIMNGPFJLW771 PZPEC77ONS ROUGBIMM SLAB 5- 7 TOPOUT T3 Chi WA FINAL NOTES.- a+ ( y 1 ,2- $\\ yk$ � '-3 . �% . g � t . \ (P $ 3 \ CA « . � . . c» 1p \ % $ o '00- al \\$ƒ r � #. ao Z m. 00 p % 4 N a DDD N Y C, CA N, DDS Z Z o �J 2 �y 0 f o m } N i y N o D D� fiti O .n y COD a f g Of �A� Buiid�r9 e°' ON 1Nsp t�o. ��QV f,Sl F Perm` o�aCdy M � t1\CP 3G' PM Cot) ��° & ol 7 Mg\N D Neat`Q`aoe Date Ems' tiacto p\� File e � O'N p Pre Fab ed So9 elt !.� dyess sed fobG� Pole O Fnda4 r' c�E�� G Setup pN aure p FinaFOR\NSpEG�\ N 140\ 5�.��et IRSN ed. `pM, tnspedxo �bparc'�G F•e P�t1n9 � FGe� Cate of O ins°tato ��es �\ Mo"' tasPeGto�Made � �J Cell �� 00 volt, j Y Q a�a�tis� t°catty k l� NpN,�� G PM' ` coaa G P� 6�NG G PNsa��¢aos °tot QOM G Ftts Fa0 G°arta ovg� G Qte oats N�Cp�' C a°P°zt (`eoet�� Ss� Ftday Ft Paste55 CoA Pole ;e",)\ as<S �ta9 G F09, M oa G a°y G Naffs G G Fb t N�PN� ed QM. at tasp�o{00,090 °Gv9° ats .p1 Ge k�r a FGs tis e Ftaa�o i�a9 'Ile t`°a Zvss' l Q date wo M°°' Maas e°i�°t` taSP toS90°tQt L.ANTjC = , F�OR1d�' OF ADDITIONS or CORRECTIONS" • NOT REMOVE JOB AOORESS DATE �Z:b`Z THIS JOB HAS NOT BEEN OMPLETED The following additions or corrections shall be made before the job will be accepted £JO $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 ""MING made,call 247-5826, Building Depart- ment for an inspection. Field Inspectors EIEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday, Of �y .�'�►- G O N " f i � toi \,u� Q Fa Fae M• �1 j� Gort�ac ? 000 t � pie pM aoP�< A P�atess Aoa9t`pote � sPgctor cuParcl qP ot o o° Fiar`P�8r9 O ' V pate P�sotat�or •�� a e��or trsP to< trsP� CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i i i I' Address: 1475 LAUREL WAY Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 i Construction Type: Use Classification: SINGLE FAMILY j Permit Number: 23972 1 Date: 10/11/2002 i I DON C. FORD, . .Q, Post in a conspic tiotis space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY j I This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I �I i I Address: 1475 LAUREL WAY Owner: BESTCON, INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 I i i Construction Type: � I Use Classification: SINGLE FAMILY j Permit Number: 23972 L I Date: 10/11/2002 DON C. FORD, C.B.O. Post in a coilspicitotts space BUILDING, PLA MVINGAND ZONING INSPECTION DEPAR TMENT CITY OFA TLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: ' Building Permit Number: �2 3 9 *7 Z Address : /L/ 7 Lecal 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 Lowest Floor Elevation : Y.- q reuired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATEOTIFIED DATE APPROVED BY Fire Public Works 10IV 21aznnir,g &uilding zd Oct'11 2002 4:07PM BESTCON, Inc• No•8619 P• } ;CLARSON & ASSOCIATES FpX No. .904 3% 2633 Oct. i1 2002 02=AiPM P1 MAF SHOALING BOUNDARY SURVEY OF LOT 5 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLOT BOOK 64. PAGES 97 THROIIRI{ 87B OF 'nW CUfRRRNT PUBWC RCOORDS OF DUVAL COUNTY, 1,LOItlDA. ghR nrol= - 1= BE~REFERENCE �ARMHii**YN ON RIGHT-OF-WAY UNE HEREON 1S THE$ME AS 1MN ABOVE UFNDANED PLAT. CLEYan S SHONN imus 9.a R NATKNIAL GE C VERTICAL DATUM, 415 SECTION "H" - ATLANTIC BEACH PLAT BOOK 18, PA(T' :i4 B L 0 C K 2 5 2 LOT 3 LO T 4 LO T 5 S01'11 11"E 55.00' x-x--a Puanc 'lot '2"ODt o.� PRIVATE DRAINAGE F.AS[uENT RECEIVED -„T^EIVED } •' S'1 LOT 5 i S' v I OCT 1 1 2002 10 1r � .y r .e .a 1Q rl .�o•_ . IN N is �. Q 1 2 STORY FRAME ,- I d OWELUNG x11475 1 1 " 12` EAVES 1 IW ( F)N F1_ EL S I GAi3AOE FIN FL EL (6.1-) I 1 O ROO 7.41 H.A' IrySD ENT" ul � O ar• N 14 "• _ 'W ICS S 0 W �- loo 1 IZ I �. .=" ago 1 1 r •" ."I, 6'I• 177.66' NO!011'11"W 55.00' LAUREL WAY (aa FLIGHT of wAy) j��{r��vy■ MR'P{FY THAT THIS SURVEY, PERFORMED UNDER MY RESPMSIS.E CIRECTION MOTS THE . { ND: URaWUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE MATH CHAPTER 61G17-8. FLORIDA 0 el"m QG 0E'h MUPNMb+vi A4MINISTRAnvE CODE (PURSUANT TO SCCTION 872.02�, rLwvA STATUTES), AND FURTHER CERTIFY THAT • 7!Y FpUND iRCN l8 170 THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SU"CT PROPERTY EXCEPT AS SHOWN. O 1 s ser waN-Ce t on 6.R.L Clkm r�sTm ON UNE a caaptpwl ANat iffli. i}fE LOT SURVEYED HEREON AIMfAft To UE UTM4 to otxt AND A.IIAM. I��i�. L ARC wwi 'X' AS SO&M FROM tNe A=RI RANCE RATE 1043 HALDO AVC.,JACKSONVILLE,FL.32207 CH 0W o¢p�f RVAt1niE to COAAIAUNITY PANEL ryo- 720075..00010_DATED 4-17-$9. PRA.POINT OF �URy� A ►.ac aa+rT,cclym qtw SURVE;'YEO JUNC, 10 , `LUU"L. R QWT-Of-WAY SCALE: �w �_7D� O.R.Y.OFF7CIAC RECORDS REGI$ RVEYOR NQ A RSP RFJNFORCEO PIPE FIELD ROOK C77 PACIF„�� n cc '{. JOSE A. HILL. R. �ToVm< rw1� —R e c e i v e d T i m s Oct 11 3:5 7 PM7RVEY NOT VALID UlUOUT EMOMED"WYOR'S SEAL FLOODPLAIN DEVELOPMENT INFORMATION Location:: 11-75kallIPI IA/djzJ2 Type of Development: S Flood Zone: Y Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development_ Date licant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department 1 Building Department Representative CITY OF 1373 A644 AmeA- � k Office of Building Offi a n Cit f REQUEST FOR INSPECTIONg. 2,#91!7 Date /0 z--- Permit N Time Received Job Add s alit Owner's or Contractor' CONCRETE CHA�NICA 1-�E&RICAL (jgjj� Framing E Footing D Rough Wiring D Rough 0 Air Cond.& Re Rooting 011 Slab 0 Temp Pole 0 Top Out [I Heating Insulation E, Lintel D Final 0 Sewer 01 Fire Place Pre Fab READY FOR INSPECTION M11 Tues. Wed, Thurs. Friday '141�� A.M. Inspection Made —P Inspector-- Final ertIf"It,�If 0. Date CITY OF 4&40x& 'Reach-4 $da Office of Building Official REQUEST FOR INSPECTION Datel'� o 2,— Permit No, Time M Received P/ 5- dress ity Owne(s"\ Name _ Contract BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing Ct Rough Wiring D Rough D Air Con&& D Re Roofing D Slab D Temp Pole D Top Out D Heating Insulation n Lintel D Final D Sewer D Fire Place D Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday ,LPM. A.M. ! Inspection Made _' RM, Inspector Finallns — r Certific of Occupancy D j ..- NOTICE TO: Water Department FROM: Building Department .DATE: _/6 - --------------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Addr ss ERU Number 1 Z__ _ _ ------------------- t9 -- – G �.e.2 ---------—--- ------ ---- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- S ly, Pat Harris Building Department CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD j .. „ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024942 Date 10/03/02 Property Address . . . . . . 1475 LAUREL WAY Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ H20 MANAGEMENT, INC . 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . - INSTALL LAWN SPRINKLERS Permit Fee . . . . 50 . 00 Plan Check Fee . 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. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. +�... C BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: / eJ 75— Lo-0, Lvf 14-e. OWNER OF PROPERTY: 1; TEL. PLUMBING CONTRACTOR: a O MAA,;9 - -� CONTRACTOR'S ADDRESS:32,31 STATE LICENSE NUMBER: -1- 15-7 TEL.�71 3o?-Co Y 13 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) _— L,,""OTHER &A.") 5)op--^f 119� TOTAL FIXTURES: X $3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. City of Atlantic Beach +�+�+ CUMMlER RECEIPT + Wer: DSMITM Type: OC Drawer: 1 Rite: 10l03l0r1 01 Receipt no: 468 Its cripption Aty Alkaunt 2002 24943 BP BUILDING PERMITS 1 $50.00 2002 24942 DP BUILDING PERMITS 1 550.00 2002 24941 BP BUILDING PERMITS 1 550.00 Tender detail CHECMS 1645 $150.00 Total tendered $150.00 Total paysent $150.00 Trans date: 10103!02 Tiwe: 11:12:18 CITY OF Office of Building Official REQUEST FOR INSPECTION Date— Permit No. Time A.M. Received PM. Job Address Locality Owner's Name Ctor TXJ tor BUILDING CONCRETELECTR 11 -1--ieICAL PLUMBING MECHANICAL � 'r. g Framing Footing F—❑ _I 1 Ring E, Rough S Air Cond.& 11 Re Roofing D Slab D, Temp Pole C1 Top Out El Heating Insulation D Lintel D Final D Sewer El Fire Place El Pre Fa READY FOR INSPECTION Tues. Wed. Thurs. Friday 11 A.M. Inspection MadeP.M. Inspector Final Inspection 0 Certificate of Occupancy Fj Date CITY OF - 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE & 0 Z JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDREmSS Q-- Please call me at 904-247-5826 if you have any questions. Sincere y, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 I - - --_ ---__-- __—_--------_ __ ____t_OCATtON iNFORMATtON -- — — PERMIT INFORMATIONAddres—s: 1475 LAUREL WAY ?ermit Number: 23972 ! ATLANTIC BEACH, FLORIDA 32233 Permit Type: BUILDING Township: Range: Book: 54 Class of Work: NEW Proposed Use: SINGLE FAMILY Lot(s):5 Block: Section: Subdivision: HIDDEN PARADISE Square Feet: Est. Value: J Lp2-03 U, 0 6 Parcel Number: — --- Improv. Cost: _.OWNER INFORMATION_—__-._ --- � Date Issued: 4129/2002 Name: BESTCON, !NC- Total Fees: 3,243.27 Address: 1475 LAUREL WAY Amount Paid: 3,243.27 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4/29/2002 _ --- _-- ----- --- _ — — __--_—_—_— Phone.—(000}000-0000.. Work Desc: --- -- -- APPLICATION FEES _ CONTRACTORS_ _ __ BESTCON, INC. ! E 530.00 1,250.00 j o 85.00' 6.75 0.36 , 325.00 .� 35.00 _ 10.94 I 1.22 ��'�..' hen. `'?$ FA isc "3,Y•n'i��.,� <T xL' "N� c T . �� —_ - , �1 NOTICE 'I• {��E.Sl, AT LEST 24 F�{�CCION ,. �� I�� , SPACE,AND ' BUILDING MATER{A $ MUST BE CLEAREDwj � -- "FAILURE TO COM ONSTRU [OW. lal.LAWS THE PROPERTY OWNER ISSUED ACCORDING TO APP BJECT TO REVOCATION FOR VIOLATION OF APPLICABLE - —— - - - I i Dr 42 !1 no: 54133 14 . PF�t M-WILDING 1 9999.66 ATLANTIC BEACH B6ILDING DEPT. 66166913221666_--_- ---- - ---- _--- 1475 Lti6liEt. YAY rCK CEM 1676 93243.27 rr"ans dal": I/At" ?IN.' 16:46:29 a a CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /�Z Z S /-A U/ZC- C- 4i A Y AJE CJ Date L!- 2- 9 -02— Heated Q2Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ A per sq ft = $ 1 Carport/Porch t@ 6 per sq ft = $ Deck @ $� per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ $ y6� Total Valuation 1st $ 62- 030 Remaining Value $ .-0 per thousand 0 portion thereof . TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 3"Z S` (f ) Fireplaces @ $15 . 00 $ /J BUILDING PERMIT FEE $ g WATER IMPACT FEE $ y SEWER IMPACT FEE $ WATER METER/TAP $� CAPITAL IMPROVEMENT $ 2 SEWER TAP $ 1gyZ0 ) RADON (HRS) . 0050 $�' SECTION H PAVING ( ) $ © ' HYDRAULIC SHARES $ —C) CROSS CONNECTION $_ 3S'- 'i�,y3O SURCHARGE .0050 $ /0, 11. OTHER $ GRAND TOTAL DUE $ 3 3 7 ADDITIONAL PERMITS OR FEES: Mechanical .; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : I 3!a9 20 f s.9r. S"Wr� JACKSCN'v1LLIL F6 3 I i Mr. Ddn Ford City of dantic Beach inspection Department 800 inose Road, Atlantic Beach FL 32233 i Dan — We respectfully request that temporary power for the new BESTCON, Inc. home con- structeid 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 tp the Certificate of Occupancy, and the approval and completion of the fob. 'fam t'uly. n_ i i o r Re: 5i-I� i Residence: Hawkins : AddreT1475 Laurel Way RECEIVED Permit!*' 23977 OCT 9 2002 BY: i i APPROVED CITY. OF ATLANTIC BEACH BUILDING OFFICE .i i CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No,, Time A.M. A.M. Received P.M. ad Job Address Locality Owner's Name BUILDING CONCRETE ELECTRIC PLUMBING MECHANICAL 'u, Wiring Framing 11 Footing F11 ougRi!nng0 Rough 0 Air Cond.& 0 Re Roofing 0 Slab ❑ Temp Pole Ej Top Out E Heating Insulation 0 Lintel Ell Final 0 Sewer 0 Fire Place El Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M.- A.M. Inspection Made PM.Final Inspection 0 Inspector (-� ""�--- Certificate of Occupancy Date � REL i � FOtA'A Son '7 0� J" r lJ � •' -a ��_ Lvnl.�. City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Flori&a Slb'-544 -Phone: (904)24'/-5800- FAX (904)247-5805- http://www/ci'at-lantic-beach.fl.us PERMIT APPLICATION FOR REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION DATE APPLICANT nn��}C� .�� C'f� . 3 ADDRESS o2`, ° C7 SoGLT/°f , !'`,,f,�1 V�i.�f �(�� HONE; `>�� N 7 ADDRESS WHERE WORK IS•TO BE PERFORMED l q '7S- L,l Ug_e L f'-}-Y PROPERTY APPRAISER'S REAL ESTATE NUMBER ZONING DISTRICT CONTRACTOR � � ZIL SA11fZ41Q, _S .STATE LICENSENUMBER <�X- 2022-365 ADDRESSaYqfl &u -d & ACf -AX PHONE 90 J 77-4t7 ` U` /CITY�_&C 7/�2 DESCRIBE PROPOSED USE AND WORK TO BE DONE p PRESENT USE OF LAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION Is this an addition? 4J If yes, what are the dimensions of the added space: feet by i✓A feet Will the added area be heated and cooled? Y,!5 S New electrical or increase in service? S New plumbing fixtures? YL� New fireplace? New heating/air conditioning? >/z S Is approval or Homeowner's Association or other private entity required? ho If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits,please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone: (904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 01/02/02 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 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 and/or proposed driveways. 4. If required by the Department of Public Works, a pre-construction topographical survey. 5. Any significant environmental features, including any jurisdictional wetlands,CCCL,natural water bodies. -6. Impervious Surface area calculations. (Swimming pools maybe excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER SIGNATURE OF CONTRACTOR �� ` t��- L� (_ + -C DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE/PRINT) NAME MAILING ADDRESS SOcG�( de _,C2A 4/� PHONE ''U4 2k-,37V 7 FAX 904 a •71 E-MAIL 2f9_4Y& L SWORN AND SUBSCRIBED BEFORE ME THIS q#L DAY OF STATE OF FLORIDA,COUNTY OF DUVAL , ,,,,'aEN�,,, NOTARY'S SIGNATURE 10 AS TO OWNER: J •.iGO R�i{r'•,C, ;%, (�' Personally known oo ❑ Produced identification • �n• Type of identification produced D • *s q:o D�92737 H• %ded 61' AS TO CONTRACTOR: [L]'Personally known ❑ Produced identification Type of identification produced 01/02/02 N PROPERTY DESCRIPTION .division: vs e uI V 1 Street Name IIESCRIPTION0-k:Tf®R{; , Z or Address: (If in a FLOOD HAZ Flood Zone: area complete pag 3) Bri f Description/UzO 64 WA- 14 dl Class of W k: ew Remodel/Addition: ZONING INFORMATION Type of Construction: W66�� Zoning 0� cc Proposed ,,/� District: !�� Use: ��C AbbQ� Estimated Value $ Exceptions or /Variances Materials• l A06d, s 2L" 4 Granted: A . 0,,, Solid or filled , / Ground•• Roof• �LlI�j1, Method of Heating:.��i�► ieo OWNER INFORMATION EESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address - J&ftOftift Beetch, FF- 324250 904 246-4147 Zip: CONTRACTOR INFORMATION SESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: Jacksonville BeaCh, FL Zip: STATE LICENSE NO: QeCCL�(O� Daptera ' C.), 31.2oc4, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS dF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE �LANS AND SUP ING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. �� :i••��RT/*`�'ro9: ��, DAT E rnt ra� p gnaat =e I/�V DATE �c=� U99 0.. 7-0° 0th� Ii •; IBED BEFORE ME BYUINI4, ATHIS /g DAY A NOTAR Pau BLIC WATER IMPACTFEE WORK SHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic.clothes washers, commercial 3 Automatic clothes washers, residential 2 Z Bathroom group.consisting-of water closet, lavatory., f bidet, and bathtub or shower 6 Bathtub (With or without overhead shower or whiripool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain Z11 LA E /L 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, ddmestic with food waste grinder and/or dishwasher 2 r �' Laundry tray (1 or 2 compartments) 2 Lavatory 1 Z Shower compartment, domestic 2 Z Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, ftushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTAL$ 5-,30 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tet: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24215 Address: 1473 LAUREL WAY Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233. Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: -SINGLE FAMILY Logs): Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est.Value: Parcel Number. Improv. Cost: OWNER INFORMATION Date Issued: 6/06/2002 Name: BESTCON Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 6/06/2002 ., : . ' _; 904 246-3747 Work Desc: 50AMPS 1 PH 3W 24 b. 4, CONTRALTO S M M 7 ` `n ATION FEES DYNAMIC ELECTRIC COMPA F 25.00 fff � f a 3 1 NOTICE 1 ECTION BUILDING MATERIA ' P LIC SPACE,AND MUST BE CLEARED zs"'FAILURE TO COM PL �r � .F IN THE PROPERTY OWNER PA ISSUED ACCORDING TO APPROVED T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVIS ow: DBMITI Type: OC Drawer: 1 Me: 6MM.$I Receipt eo: ow 14 PUMITS-11ILDIX 1 sC25.8i! ATLANTTC BEACH B LDING DEPT.- N1e1110 mm I'M Lam Vin 0 CMf3QS 3411 D75.6A ff ft dttV: H/%/Af Tim: 15:87:22 I CITY OF ATLANTIC BEACH, FLORIDA AP�LICATION FOR ELECTRICAL PERMIT TO THE CI-TIEF ELECTRICAL INS PEC Olt: DATE: l0 � 20 d�- _ IMPORTANT NOTICE.: LN CONSIDERATION OF PERMIT GI FOR DOING THE WORK AS DESCRIBED INTHE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDkNCE WITH THE ATTACHED PLAINS AND SPEC,'IFICA DONS,WHICH ARE A 1PART KEREOF, AND IN ACCORDANCE WITH-ME E EC"TRICAL REGULATIONS,CODES AND C 1 Y OF ATLANTIC BEACH ORDINANCES. i ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE: j OWNERS NAME: 7 �v_-�,-___ _ ADDRESS: /4 73RFD BOX BLDG. SIZE___.__ RES.(--)_-APT.( ) COMM( ) PUBLIC( ) LNDUS.( ) NEW( ) OLD( .) REW.( ) ADDITION( ) TRAILER( )I TEMP.(✓J SIGNS( ) _ SQ. FT.__ _ SERVICE: NEWINCREASE( CONDUCTOR SIZE AMPS: COPPER( ALUM_(1— FEES SWITCH OR BREAKER j SO AMPS _l PH_ E ._W VOLT� RACEWAY EXIST. SERV. SIZE AMPS1_ PH W IY VOLT �p RACEWAY _7 �— { FEEDERS N0. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONGEALED PEN TOTAL RECEPTACLES CONCEALED OPEN —� TOTALi 0.3Ak4PS :11.10®AMPS _.r._.__�._ SWITCHES INCANDESCENT FLOURESCEN'T& M.V. FIXED --_ O.I00 �s. OVER APPLIANCES � � BELL TRANSF _ AIR H.P. TING H.P. R.ATI'NG CEIL- KW-HEAT' f CONDITIONING _ CONJP. MOTOR. OTHER MOTORS AMPS HEAT 0-I� OVER MOTORS H.P. VOLTAGE PHS NO. _ 1 H.P. VOLTAGE PHS I MISCELLANEOUS UND 600V { OVER600V TRANSFORMERS: _ __ NO. KVA I NO. KVA NO.1vEON'fRANS3'. _O A NIA I MOTOR SILT SWITCH EACH SIGN I i Up&lvl 5/'2012002 --CITY OF ATLANTIC BEACH ----'- - - DEPARTMENT OF BUILDING j 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT - PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24399 Address: 1475 LAUREL WAY Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 �I j Class of Work: ,NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: I Parcel Number:. Improv. Cost: OWNERINFORMATIONDate Issued:. 7/08/2002 Name: BESTCON; INC. - -- Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE-BEACH, FL 32250 Date Paid: 7/08/2002 Phone: (904)246-3747 Work Desc; CS4/0 200AMPS 'IPH 3W 240V--NEW RESfDENTiAL.SERVICE — _ CONTRACTOR{S)_ ,: `4` APPLICATION FEES - � QYNAMIC ELECTRIC COMPANY 50.00 S Y x x ' "s-."M"iY 3*i7tclit_3,'t" PTF .,y :is s`°` t,•�v, g�yj>tF fi.s`, ,§''�.+, °`d,;.h. '�'v. ' '�K ,. ti gf 30 tom . ' � -;'g W E T?•�i'��-'"�g�#� �^1^�� 'f 9tt 2�3'^ �y.R.t�k fir+. Vv --- -., rand -.yAC..�yk�' NOTICE CTIONL BUILDING IWIATE r- MUST SE CLEARF 4 SPACE, AND -FAILURE TO CO71t THE PROPERTY OWNf s j. ISSUEDACCORDI G TO AP FOR VIOLATION OF ARPLICA13L OBJECT TO REVOCATION j k i .inn OC' lirw�c.'1�. l 749JriQ a . lwodpt a: 71497 -ATLANTIC BEACH. . UIL NG DEPT. 4 K .1 ft.* Q COW 3157 ft.* Teat AAA, 710M Tia: 13:119:14 1 I CYll,,Y OF ATLANTIC BEACH, FLORIDA AOLICATION FOR ELECTRICAL PERMIT TO TETE CHIEF ELECTRICAL INSPECt OR: DATE: y �' 20D�. IMPORTAN7T NOTICE.; IN CONSIDERATION OF PERMIT 011VEN FOR DOfNU TI-fE WORK AS DESCR[BED IN THE FOLLOWING,WE HEREBY AC REL., Vcp PERFORM SAID WORK IN ACCORUAN00E WITH Tiff-.' ATTACHED PLANS AND SFF<.CIF'ICA'TIONS,WHICH ARF A PART HEIR ,G'F', AND IN ACCORDANCE mTm TIE F=fsC;`I°RIC AI.Rf"'O ULATIONS,CODES AND CITY OF ATLANTIC BEACFI ORDINANCES. ELECTRICAL FIRM: --- _ "MEAS ELECTRICIAN SIGNATURE. UWNIERSN.4tvIE:.� -Alk-62_�. __..__...._. , I D.C�F;Si;_/�f�'s c' iR�I�_ Bl7J BLDG. RES.( APT.( j COMM( ) PUBLIQ } I.ND"IS.( ) NF'W(✓j'OLD( REQ".( ADDITION( ) TRAILER( '; TEMP,( ) SIGNS( ) ._ _ ._.._,. _ .Sid. I'T.�._..___. SERVICE: NEWINCREASE( ) REPAIR 4 )NDucTOR_�►IZL y D AWS: � COP 'E,R' SWITCH OR BREAKER __.._..AMPS »� 1 PH 3^W Y ','OL"I _ R,, CEWAY S � EXIST. SERV. SIZE _ ANIPS PH W'_.L VOLT RACEWAY'_.._ � FEEDERS NO, SIZE NO. SIZE WNO. SIZE" LIGHTING OUTLETS CONCEALED OPEN RECEPTACLES CONCEALED OPEN _ � TOTAL_ Q.39A 31 100 A WS �1 SWITCHES i ' INCANDESCENT FLOURESCENT M.V. FIXED _ 01 _S:4OVER, APPLIANCESBELL TRANSF. _� 1 AIR ILP. �TING II.P. RAT'INiG1C �`� CFTC. W-FII AT I CONDITIONING co _MOTOR OTHERMOTORS AMPS I HEAT 0-4- OVER MOTORS H P. TVOUrAGE PISS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS � 1 TRANSFORM, ERS: UNDE 1 6000'^Y ...__.. _O " r}V _v~� i --- No, � — r a_ —J — r T- _y_�y..._ ?�f 0. �KO A I�,cl. l K V A i NO.NEON TRANSF. NO A MA R Ii) aR SIZE Sw0 ITCI I FLA KERS FACT[SIGN r . � � Updated 5/20/2002 ' ` 3 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: 24108 - Address: 1475 LAUREL WAY Permit Type: PLUMBING ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW. Township. Range: Book:* 54 , Proposed Use: . SINGLE FAMILY Lot(s):5 Block: Section: Square Feet: Subdivisiori: HIDDEN PARADISE Est.Value: , Parcel Number: Improv.'Cost: OWNER INFORMATION Date Issued: -- .5116/2002. Name: BESTCON, INC. Total Fees: 67.50 Address: .1475 LAUREL WAY Amount Paid: 67.50 ATLANTIC BEACH, FLORIDA 32233. -Date Paid: . 5/16/2002- Phone: 000 000-0000 Work Desc: IN ALL PLUMBING CON RACTO ST APPLICATION FEES. . DON HARRIS-PLUMBING PERMIT 67:50 � . Nom,-+ '•v. '� = � 7 k -••' � �� . NOTICE.. CTION s. BUILDING MAT ' PUBBLIC SPACE, AND MU _ OWNER "FAILURE TO CO ~< w ` tWE PROPERTY OWNS Q�/E ISSUED ACCORDING TO A R EJECT TO REVOCATION FOR VIOLATION OF APPLICA :X. 3 Dper:.JLANIER. T OC Drawer: I• • `. Date:. 5/16/02 01- -Receipt no: 58341 14 . {HERMITS-BUILDING. 1• $67.50 ATLANTIC BEACH BUILDING DEPT. 00100003221000- 4 51AUREL WAY CK CHECKS 2106 $67.50 Ytan.?. d}e: '' : 15:.51:46 ry)� CITY OF ATLANTIC BEACH APPLICATION FOR PLUNAIXG PEPJ41T Bldg. Permit# - ` ] JOB LOCATION: � � 1 OWNER OF PROPERTY: —L L'r�n BUILDING CONTRACTOR: PLUMBING CONTRACTOR Don Harris Plumbing, Ca. AND ADDRESS: P.O. Box 14668 7agkson�le, -FL 32210 _f TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 , TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING tIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS 2 _BATH TUBS _DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER ' C" TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ ------------------------------------------------------ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION **OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 -- CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 =--- PERMIT INFOR_MATION__ _ LOCATION INFORMATION Permit Number: 24441 Address: 1475 LAUREL WAY Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class it Wope: NEW Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: I Square Feet: Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv. Cost: __ OWNER INFORMATION Date Issued: 7/15/2002 Name: . BESTCON,'INC. Total Fees: 51.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 51.00 JACKSONVILLE BEACH; FL 32250 Date Paid: Work De-s 7115%2002 . __ l Phone: (904)246-3747 - - t'NSTA-LL NEW HVAC �1__—�-� } -- — _ CONTRACT®R(S) _ APPLICATION.FEES CHAPPEHEATING &AIR-CONDITION 51.00 LL ilk t. 4M1 Y i�' . {41•eYRifir } .1 � -r;.2 Y' Y+N°*6 4 J^ �- "m'ew 5 F � x .i�E-•ire 3� ^ MNk .. .. , { �a - x $-a-1� 3`.y1' '4w#"*++y _ u" � �t 5, sr x. ,.,ray•y, �,,r fit .ra .k-'K,, �.h � •Petr ..u. ' Y,�5' 7a,'� ' 'yrs 5'1+� �, `�'.rw �.. -wy,,�' �°. ' i' .w + '`'7.a•k` a� ?, y'k'.e," h S '-' ��Ni Ji- J.4 3 t A . �J�,�"rsr+4!'e."a�r4`��. `Y^' �m"r-§. -'1 � ;L�s'.`sf.�'s�.�tr�"w"Yl,s,� ,�*sy`"`Y,� .�T'u�`�' t; &�" t.•Y .Pw d'4R .. '`•.�:taw 3 .-�„tr � �• �'� NAJOT �• � � :�. pr BUILDING MUST:BE_CLEAR t� H E .��,�f. ,��'J .��j•''�rt��' H, ,r �1��'�� "FAILURE TO CO _ ' _lp ' PROPERTY OWNS ISSUED ACCORDING TO JECT TO REVOCATION j FOR VIOLATIONOF APPLICA CNERTLE T]pe: OC, Dreir�r: l a Date: 77/6102 D1%beipt Ro: 73722 I. �` 1PENIlIID322IDM DING 1 f142.0 A NTIC BEA H BUILDING DEPT.. i . ,114.5LU IWY. Me $102.0 'fr"ae� mill" Time: 13:e9:ee CA,U 0 - '(-Z,4 - 13 fl BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT-Applicant to complete all items in sections I, II, III, and IV. I. Street Address: $ /' LOCATION OF Intersecting Streets:Between And BUILDING Sub-division :Se- ll. 'II. INDENTIFICATION-To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood practice listed therein. Name of Mechanical Contractors Contractor Print e Master Q Z Name of Property Owner d Af Signature of OwnerSignature of Or Authorized ent Architect or En ineer III. GENERAL INFORMATION A. Ty of heating fuel: B. Electric IS OTHER CONSTRUCT] N BINS DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? 'S ❑ Oil ❑ Other-Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT Z IV. MECHANICAL EQUIPMENT TO BENATURE OF WORK INSTALLED U'" Residential or Commercial New Building (Provide complete list of components on back of this form) ❑ Existing Building /feat _Space _Recessed e'central loor ❑ Replacement of existing system Ly' Air Conditioning: Room entry 9"' New Installation(No system previously installed) ,i- Er Duct System: Material Thickne ❑ Extension or add-on to existing system 13 Refrigeration Maximum capacity 1 16100cfrn ❑ Other- Specify ❑ Cooling tower: Capacity gprn ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks 13 LPG containers (Number) ❑ Unfired pressure vessel ❑ Boilers Permit Approved by Date ❑ Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency AZ- Uc HEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A euc ' t� TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency Avr •29. 2002 3 33PM BESTCON, Inc. No 3794 P- 1 2444 South.Beach Parkway Jackso wilW Beech F!32260 Homes Phone:904 248-3747 Fax 248-7126 ,m Mom To From, Compwn date: r- -- BruG P�gesd t1w Lim- F 34- Sam 1 F Re` i 4: or&*ftv to you am ADf•29. 2002 3:34PM BESTCON, Inc. No-3794 P. 2 FROM :CL.ARSON & ASSOCIATES FAX NO, :964 396 2633 APr. 29 2092 09:0" P2 MAP SHOWING PLOT PLAN OF IAT 5 AS SHOWN ON MAP OF HIDDEN PARADISE AS REGORGED IN PIAT BOOK 04, PAWS 97 THROUGH 978 OF 111E CURRENT PUllUC RECORDS OF DVVAL COUNTY, FLORIDA. FOR: BESTCON, INC. GEARING SHO M ON rogHT-.(w-wAj UNC f1EMrx* HR 13 73AMC Ai MN ON THE A@OLE MCLAM PLAT .A • a L l- i—`,, yrs SECTION H — ATLANTIC BEACH PLAT BOOK 14, PAGE 34 LOT 3 L 0 T 4 L 0 T 5 <� S01'11 '1,1"E 55-00' YSAY( WDAY 10'PRIVATE DRAINAGE 3-4Ay FA5EI.LEH7 g-*AY rwAMR oft, 7 I t ' PATO I ©j N m ip �,, 0' zo eR� i a Ip I LA4AI 14"r �5• NI ICj 12. 0 0 10 f p r I� I �` Ir I a PROPOSED DMIELUNG ID 1 I 1 �. FIN FL a(85) J I 1 > M W W M�lA MIFIiL(U4( I : i b7l Ft �' NI O .0. z J z< K�19 10) 1 I OD. ( -001 i I Uo I 7.W JEA EAMENT N01 1 1117— ,*""`D"" RiOu"M'�\qoj LAUREL WAY (60' RIGHT OF WAY) TYPE "A" DRAINAGE UQ]Z:. 1HE LAT SHOYIN NCREDN APPEW TO LIE MATHIN FLOOD Z54M — -x- AS 90044.0 FROM 7W PLOW OM MNOL ARYE r, PREPARED O "AM 004 WNITY PANES DATED 4-17-0. (ALAMOi�1A� AND AMOCIA7ZO, n4C;. PROF'FMONAL LAND SURVEYORS DATE _. MARCH 22 . 2002. 1643 NALDO ALZNUE, UVALL. T� ru' JACKSONVILLE. P{., 32207 Received TimeJlvr,29•-10:17A $ESIDENTIAL_'L*REc`_KLIST FOR ONE & TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - [FBC 104 .2. 11 E/ PLANS EXAMINER: --_ :!J T'O /'L DATE: OWNER: ,lJ S !�®i-) PERMIT NUMBER: CONTRACTOR: ( �S f`CQ� PHONE NUMBER: ( CIRCLE ) I. Survey: 1. Is a specific purpose survey submitted? Yes Not N/A 2. Is correct Flood Zone shown? Yes✓Fio N/A 3. Are existing grade elevations shown for structures located in an "A" or "V" zone? Yes No N/A'� 4. On lots in multiple flood zones, are flood zone lines indicated? Yes No N1A"� 5. is property in a flood way? Yes No �A 6. Is flood way line shown? Yes No N/A II. Site Plan: (FBC 104.2.4) 1. Is Site plan submitted? Yee 1-90 N/A 2. Is North arrow shown? Yes✓No N/A 3. Is lot width and length shown? Yes L,0o N/A 4 . Is structure shown on site plan with all setback dimensions? Yes Lido N/A S. Does structure layout match the floor plan? Yes0 N/A 6. Are drainage/storm water run-off requirements noted? Yes � No• N/A-✓ 7. Are all easements shown? Yes_%, 3o N/A 8. • Is proposed driveway shown? Yee ✓1Oo N/A 9. Is landscape and irrigation layout shown? Yes No NIA.-- 10. Is septic tank and drain field location shown? Yes No NIAW'_ 11. Is L.P. gas tank a size shown? Yes No N/A III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? Yes "To N/A A. Are structural calculations submitted? Yea jNo✓N/A 2. Is correct wind speed shown? (FBC Figure 1606) Yer 0 N/A 3 . Is exposure category shown? [FBC 1606.1.8] Yes,,,»,//////No VA 4 . Is Importance Factor shown per FBC Table 1600 Yes No ✓N/A S. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yea✓No N/A 6. Does structure meet requirements of FBC Table 500 for number of stories and allowable area? Yes ✓No N/A 7. Does structure meet Fire Resistance Ratings of FSC Table 600 for structural elements? Yea✓No N/A 8. Are plans designed per SSTD 10-997 Yes Not N/A✓^ A. Are all appropriate charts and tables shown? Yes No N/A""' 8. Are all appropriate requirements circled or highlighted? Yes No N/A w0 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in_&i-yh wind Areas"? Yes ✓No N/A A. Are all appropriate charts and tables shown? Yes No N/A✓ S. 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"? Yes "o N/A A. Are all appropriate charts and tables shown? Yes No N/A r S. 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 Tyro-Family Dwellings, High Wind Edition"? Yes Wf�o N/A 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? [FSC 13-600] Yea--�`No N/A 2. Does conditioned square feet area on plans match square feet shown on energy forms? Yes 111�0 N/A 3 . Is the "R" value between common walls shown? ` [FBC 13-602.1.ABC.1.1] Yes ✓ sN/A 4 . Is the "R" value for added insulation on exterior wails shown? Yes "W N/A 5. Is the "R" value for ceilings shown? (FBC 13-604.1.ABC.13 Yes ✓No N/A 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yee No N/A✓ 7. Are Energy Credits Claimed? Yee No N/A A. Attic Radiant Barrier Credit [FBC 13-607.1.A.4] Yes No N/A-- B. white Roof Credit (FDC 13-607.1.A.5] Yea No N/A✓/ C. Programmable Thermostat Credit [FBC 13-600.2.A.3.5] Yes No N/A V V. Foundation Plan: I. Are all footings shown, including interior bearing walls, column pada and concentrated loads? Yes<VNo N/A 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes-No N/A 3. Are all elevation changes in slab shown? Yes yi✓o N/A 4. Is minimum concrete PSI shown? Yes yidy N/A S. Is slab reinforcement shown? Yea70 - N/A A. wire mesh size and gauge? Yes bks N/A a. Fibermesh reinforcement? Yes No N/A G. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.23 Yes. No N/A1.� 7. Is minimum slab on grade thickness shown? [FBC 1909.11 YeOV o N/A 8. Is type of soil treatment for termites shown? [FSC 18163 Yes No m/A� 9. Is perimeter slab reinforcement shown? [SSTD 10-993 Yesvol�o N/A K` Do plans show bottom of foundation minimum of 12" below finish grade? [FBC 1804.1.31 Yes No N/A 11. Do plans show concrete footings have a specified compressive strength of not less than 2500 PSI at 28 days? [FBC 1804.5.11 yes,4o N/A 12. If pile foundation shown, its Sealed Soils Report submitted? [FBC 1805.1] Yes No N/A'� 13. Does plan indicate "No wood Grade Stakes Permitted"? Yea No N/A 2 AFSIDENTIAL CHSCKLIST (Continued) VI. Typical wall Section: 1. Is finished grade shown? Yes ��to N/A 2. Is minimum floor elevation shown? Yea No N/A A. Minimum 8" above adjacent grade? Yest No N/A B. Minimum__1.9.__Ab4?ve crown of road or drainage plan submitted? Yes N_Q N/A C. Flood protection elevation? Yes,/�jj N/A D. Base flood elevation? Yes o N/A 3 . Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 Yes Ayo N/A 4 . Are all footing sizes shown? Yes No N/A 5. Are all horizontal reinforcements shown? Yea✓`No N/A A. Number and size of reinforcement? Yes NNo N/A B. Minimum lap? Yes _40 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. N/Ar/ 8. Masonry construction. A. Is exterior wail finish shown? Yes No N/Av,-" B. Is interior furring shown? Yes No N/A ✓ C. Is exterior wall insulation shown? Yes No N/A1_/ D. Is interior wall finish shown? Yes No N/A,/ 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? Yes"o N/A B. Is exterior sheathing (type and thickness) shown? Yeso/No N/A C. Are nailing requirements (size and spacing) shown? [FBC Table 2306.11 Yes v'Ro N/A D. Is exterior wall finish shown?. Yes ✓No N/A E. Is interior wall finish shown? Yes VWo N/A F. Is wall insulation shown? Yes ./ko N/A G. is minimum clearance between wood siding and finished � grade shown? [FBC 2304.2.53 Yesv/No N/A H. Are shear wall segments shown? Yes No N/A Yes ✓No N/A A. Type of hold-downs shown? 10. Are ceiling heights shown? [FBC 1203.21 Yes woo N/A il. Are all hurricane anchorage and hold-downs specified and labeled? Yes�/2�o N/A 12. Is ceiling type shown, drywall thickness? Yea No N/A 13. Are insulation baffles shown? Yes No N/A4/ 14. Roof Framing A. Are engineered trusses shown? Yes V o N/A B. Are conventional frame rafters used? Yes No, NIA�/ I. 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. No N/A 1. Thickness of roof sheeting shown? Yea✓lTo N/A 2. Grade of roof sheeting shown? Yea No N/A 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.11 Yes�No /A D. weight of Dry-In felt shown? Yes thio /A - E. Type of roof cover shown? Yes �/No N/A 1. Attachment asphalt/fiberglass shingles shown? (FBC 1507,3.7) Yes -No N/A 2. Attachment of tile roof shown? IFSC 1507.4.51 Yes No N/A-- 3. /A✓3. Other roof covering and attachments shown? Yes No N/A wooe F. Length of roof overhea shown? Yes Ao N/A G. Type of soffit an ascia shown? Yes `V, o N/A H. Attic ventilation shown? Yea./No N/A I. Location, type and thickness of flashing shown? [FBC 1503.2.1 and FBC 1507,3.93 Yea No N/A✓ J. Type and gau a of eave metal shown? Yes No .Vg/A 15. Is anchorage of veneer shown? [FBC 14031 Yes No N/A 3 RESIDENTIAL CHECKLIST (Continued) VII. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes./N1 N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjuet 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 ;NO N/A 3 . Are all door and window sizes shown? Yes N/A 4. Are all emergency egress openings shown? Yes N/A 5. Is required tempered glass shown at all hazardous locations? (FBC 2405.21 Yes No N/A 6. Are all vertical reinforcements shown? Yes,/,to N/A 7. Are all shear wall segments shown? Yes,/ l�o N/A 8. Are all hold-downs and hurricane anchorages shown? Yes,/ o N/A 9. Is required attic access shown? Yes oto N/A 10. Are all plumbing fixtures shown? Yes�/�o N/A A. Is water heater size shown? Ye6 0 N/A 11. Are all electrical fixtures shown? Yes, No N/A A. Is arc fault circuit interrupter shown for bedrooms? (NSC 210-12) Yes ]Go✓N/A 12. Are all mechanical fixtures shown? Yas, Xo N/A A. Is air handler and condensor location shown? Ye8 V o N/A B. Are exhaust fans shown? Yeso N/A 13. Are all smoke detectors ohown? (FBC 905.21 Yes✓N0 N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible' LLL route? (FBC 11-11) Yes No Vt�/A 15. Does bedroom open directly into garage? Yes No N/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? Yes J No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 / and FSC 1012.1.5? Yes /No N/A 19. Are habitable rooms shown.with the minimum light and ventilation requirements of FBC 1203.1? Yes INO N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes No N/A 21. Does floor plan show fireplace? Yes No , N/A A. Does masonry fireplace have a detailed cross-sectional detail? Yes\/No N/A B. Does pre-fabricated fireplace have copy of the manufacturer's specifications? Yes No✓/A C. Is hearth size and detail shown? Yes NoA D. Is mantel size, location and detail shown? Yes No N/A 22. Are stair details shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 10041 Yes,5d0 N/A B. Are tread and riser sizes shown? (FBC 1007.31 Yeo N/A C. Do spiral stairways comply with FBC 1007.8.27 Ye o N/A D. Are required landings shown? (FBC 1007,41 YesNo N/A E. Are handrail height, spacing and graspability details shown? [FBC 1007.5) Yes VioN�-A 1 F. Is required headroom clearance shown? [FBC 1007.7Yes No llN/A a. Are guardrail height, spacing and details shown? (FBC 1026.5) Yes No✓H/A 23. If floor plan shows mixed construction, are mixed construction details shown? (May require engineering.) Yes No NIA 24. If required, are tenant separations shown? Yes No N/A✓ A. Duplex [FBC Table 704.1] B. Townhouse [FBC 704.41 4 RrSiD DIAL CHECKLIST (Continued) VII. Floor Plan. (continued) 25. Are all columns and beams shown for porches and lanais? YesN/A A. Are column type, size and anchorage shown? Yea Vo N/A B. Are beam type, size, span and anchorage shown? Yes No N/A 26. Are all lintel a'nd'bdam details shown? Yes No N/AV 27. Are engineering details provided for butt glass? Yes No N/A ✓ VIII. Truss/Rafter Plan. 1. Are engineered truss plans provided showing loads, uplifts ' and required connections? Yes IN, N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes to N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yee No N/A B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A✓ C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yee 'No N/All� D. Is ridge beam shown, including size, species and grade of lumber? Yes No N/A V/ 4. Is roof sheeting indicated, showing type, thickness and nailing pattern? Yes ✓oto N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, / uplifts and connections? Yes,✓No N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumber and connections? Yes No N/A V' 3. Is floor shooting indicated, showing type, thickness and nailing pattern? Yea,,go N/A X. Elevations. 1. Does plan show four (4) elevations? Yes N/A 2. Are attic ventilation requirements shown? Yes v�o N/A 3. Are roof pitch and overhang shown? Yes N/A 4. Is chimney height and location shown? Yes N/A S. Is cricket shown? (FEC 1501.3.9.43 Yea o N/A 6. Are all lanai/porch details shown? Yes o N/A 7. Does plan show solid blocking required for ridge vents? Yes No N/A 8. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? (FBC 1503.4.43 Yes No-- N/A✓ 9. Are gutter, downspouts and splash blocks shown? Yes No N/A V S RESIDENTIAL CHECKLIST (Continued) XZ. Structural Details. 1. Is basic wind speed shown? [FBC Fig. 16061 Yes No N/A 2. Are gable end bracing details shown? Yes No N/A 3. Are roof sheeting nailing zones shown? Yea No N/A 4. Are protection of—opening details shown? [FBC 1606.1.41 Yes No N/A S. Is importance factor shown? [FBC Table 1606) Yes No N/A 6. Is structure designed to withstand interior pressures? Yes No N/A 7. Is exposure category shown? [FBC 1606 .1.8) Yea No N/A e. Are wind pressures for components and cladding shown? FSC Table 1606.28 Yes No N/A FBC Table 1606.2C Yes No N/A 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label by HAMA or WDMA or other approved label? [FSC 1107.4.21 Yes No N/A 10. Are window and door installation and buck details shown? Yes No N/A 11. Are mullion installation details and design criteria shown? Yes No N/A 12. Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? [FBC 1707.4.31 Yes No N/A 13. Are garage door manufacturer's installation details provided? Yes No N/A 6 miaffigx WdCti:V ' q [ ' ady aW11 pan[ aaad NOTICE OF COMMENCEMENT To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of Property: Lot 5 HIDDEN PARADISE, according to the plat thereof, as recorded in Plat Book 54, pages 97, 97A and 97B, of the Current Public Records of Duval County, Florida_ lot 4 Hidden Paradise, Jacksonville, Florida General description of improvements: single family dwelling Owner Bestcon Inc. Address 2440 So'uthBeach Parkway Jar Beach, F1 32250 Owner's interest in site of the improvement Fee simple Title holder(if other than owner) Name Address Contractor Bestcon Inc Address 2440 SouthBeach Parkway Jax Beach, F1 32250 Surety(if any) Address Amount of bond S Name and address of any person making a loan for the constriction of the improvements. Name suntrust Bank Address 200 W Forsyth Street 5th Floor, Jacksonville, Florida 32202 Name of person within the State, of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address In addition to himself, owner designates the following; person to receive a copy of the Lienor's Notice as provided in Section 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). Name Venture Title Agency, Ltd. ;LL Address 4315 Pablo Oaks Court, Jacksonville, FSS 32224 Bestcon, Inc. , a Florida corporation STATE OF By: COUNTY OF Duval Owner Paul W. Nichols, President The foreLOine instrument was aeknowledeed. sworn to and cuhcrrih&d hPfnnP m,- +h,� FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Apr. 18 2002 07:58AM P2 MAP SHOWING PLOT PLAN OF LOT 5 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 UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. SECTION H — ATLANTIC BEACH PLAT BOOK 18, PAGE 34 L O T 3 L O T 4 L O T 5 S01 '11 11 "E 55-20 Z SAY(D (f)3-BAY tID' PRIVATE DRAINAGE 3"BAYS EASEMENT x 5"QAY 7"WATER OAK _ — --- ----7 (D.- 0 5iVE: r — _ - - � - -- )x( 3*JAYS I - 0-r^ h(Q 7 20' BkLIC I O 14.7NI N jg Oj lO I jw e"i r ,a S. . I 1,o I I� 4 I �J PROPOSED DWELLING -JIm 1 z �• . •m � FIN FL EL (7.9) W I� m °nj3 i a c�- Oz Uj H 1 a� O I� a I 8.� V m w 1 ww aLd Z = 1 D �. 3 v I z 0 n 2 (� I F 0 11.3' 0. :j¢ J o 0 s.7' ( • I �z w LJ ALU jv' I ti I 001 va �Q �/KI "Al z 1� 1 2O.o' I V/i Jap Vo (Z 1 LV;$R -te �,5 5 ( --IOX�OME(><S M" i Q j m � iA _ _ �� ✓•' I I12�f+1 I �• g• I 7.5' JEA EASEMENT N01 ' 1( EOUI'11 " I� yt each �- .0 O' Emm �1TlQllt ggEd _ 1 1I1tR1lt with sppticcbte i h Ina. subdivision and nthar ^fli 1.ha MI-GHANIUAL rtKIVII I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826—FAX 247-5877 LOCATION fNFORMATION_---- 1 hermit Number: 24417 Address: 1475 LAUREL WAY Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW " Township: Range: Book: 54 Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: � Square Feet: Subdivision HIDDEN PARADISE j Est. Value: Parcel Numbers --- —�_ — l lmprov. Cost: OWNER INFORMA_tION — Bate Issued: 7/10/2002 — --Name: BESTCON, INC. - - Total Fees: 25.00 Address: 2440 SOUTH.BEACH PARKWAY Amount laid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/10/2002 Phoneme (904)246-3747_: j Work l�esc:- LPG GAS FIREPLACE __�----- �V APPLICATION FEES - — =CONS RACTQ��_ — 25 SAWY—ER GAS COMPANY Y "` � � 00 - [ .. .; ,r ,ua y f ,G"Fy, ,,. ." rY- '�� ,,...: v ..ray 5' 3+ '` -�aN$`,�Z.: ..k. <rwfr3' n V— ; ; f* +i�4" rx..2oF $ � +'✓' ""Y^a �itT�s ��--� "' f"r`•". v'� 1111 N" INOR V t s..-t" # }i fa-i Yf 4 .y�+. _ y' ..:. 4c. '3,'- h'4 ,p `s."�^.K- -' .. Y f 2"�F fir ' �•v ,,,�'Mi 'w. "3' Et�n^""u.a�+t—r ''wF' iSSv� �G "rt'..f f --,-$ ,,.�".tl`.t} xi' J�f��.,?,��^-. `�i iF sem.-� ".'.�[Pr 'k + MFRS,...¢�a2a-*� `.^„•x...�.•"�}u'. F a5a. "M��4i=ry CE7 �'�.�,z c._ ___ ___�I RwrhAw y NOT1� 11" � TEQTN_-- BUILDING MATE MATE SPACE; AND MUST BE CL — ' �� ,is., i+r-s- „FAILURE TO C = �' FIE PROPERTY PROPOWNS Y x � _ - —_— — — ISSUED ACCORDING TO � � rJECT TO REVOCATION i I FOR VIOLATION OF APPLICA —.--_� h o . i Ce Oiler: D511I?>I Type.-X Drawer: 1 Ike:. .711110 Oi Woeipt eo: 72226 i ,.,y..w:,,.< 14 PERlIITS-MIILDING 1 515. 08 ATL SACH UILDI DEPT. W6868=60 —-- CA.1r" . 558.88 Trana.date: 7/11!82 Tine: 16:55:53 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III, and IV. I. Street Address: Z 417,f .4/;t)Xd'4 LyiO LOCATION OF Intersecting Streets:Between And • �1 BUILDING Sub-division II. INDENTIFICATION—To be completed by allapplicants. licants. 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 MechanicalContractors O'O Contractor Print A G' Master Name of Property Owner Signature of Owner Signature of Or Authorized Agent '� Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: —LP Natural _Central Utility BUILDING OR SITE? v e' ❑ Oil ❑ Other–Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE M NATURE O WORK INSTALLED Residential or _ Commercial New Building (Provide complete list of components on back of this form) ❑ Existing Building ❑ Heat _Space _Recessed —Central _Floor ❑ Replacement of existing system ❑ Air Conditioning: Room Central W New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system Maximum capacity cfm ❑ Other_ Specify ❑ Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ ManliftEscalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ,5 LPG containers 1 (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT enc G d a e+n ISA TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2014 2-story 1989 Builder: BESTCON Address: Lot: 5, Sub: HIDDEN PARADISE, Plat: Permitting Office: P11 141. 7 I(- City, (- City, State: Permit Number: U Owner: Jurisdiction Number: t) Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr T 3. Number of units,if multi-family 1 - SEER: 12.00 4. Number of Bedrooms 4 b.N/A V 5. Is this a worst case? Yes _ ! 6. Conditioned floor area(ft=) 1989 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 314.0 ft2 - a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SHGC-single pane 0.0 ft= HSPF:7.80 d. Tint/other SHGC-double pane 0.0 ft2 b.NIA 8. Floor types -` a. Slab-On-Grade Edge Insulation R=0.0, 171.0(p)ft _ c. NIA b.Raised Wood,Adjacent R=19.0,128.0112 c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,1278.0 ft2 EF:0.86 b.Frame,Wood,Adjacent R=11.0,214.0 ft2 b.N/A c.N/A d. N/A _^ c. Conservation credits e. NIA (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1590.0 112 15. HVAC credits b.Under Attic R=19.0,240.0 ft2 (CF-Ceiling fan,CV-Cross ventilation, ^ a NIA HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Una AH:Garage Sup.R--6.0,150.0 ft MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) I Glass/Floor Area: 0.16 Total as-built points: 29608 PASS Total base points: 30690 j I hereby certify that the plans and specifications covered Review of the plans and -via s� i by this calculation are in compliance with the Florida specifications covered by this _ oma !� Energy Code. calculation indicates compliance PREPARED-13'i: GILBERf MILLER with the Florida Energy Code. Before construction is completed cx 1 DATE: �-� this building will be inspected for `� a � i hereby certify that is_buildin , as d � d, is in p compliance wi a FI a er oil compliance with Section 553.908 Florida Statutes. f WNERi ENT: -' Dl91LDiN0 OF ? W DATE: DATE; �-(. �� _,� 'Z � EnergyGaugeO(Version:FLR3PB 0.11) FORM 60OA-2001 SUMMER. CALCULATIONS Residential Whole wilding Performance Method A - Details ADDRESS: Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: FBASE AS-BUILT GLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF =Points As 1989.0 20.24 7246.3 Double,Clear W 1.0 6.0 36.0 36.99 0.97 1292.0 Double,Clear W 10.0 7.0 6.0 36.99 0.46 101.4 Double,Clear N 1.3 2.5 6.0 19.22 0.82 94.5 Double,Clear N 1.3 4.0 16.0 19.22 0.90 276.8 Double,Clear E 1.3 11.5 36.0 40.22 0.99 1439.1 Double,Clear E 1.3 6.0 36.0 40.22 0.93 1350.5 Double,Clear E 10.0 7.0 54.0 40.22 0.44 959.1 Double,Clear S 14.0 6.5 20.0 34.50 0.45 308.5 Double,Clear S 1.3 10.0 18.0 34.50 0.98 606.2 Double,Clear S 1.3 19.0 18.0 34.50 0.99 617.0 Double,Clear W 1.3 2.0 8.0 36.99 0.64 188.9 Double,Clear W 1.3 9.5 30.0 36.99 0.98 1091.7 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.4 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.4 As-Built Total: 314.0 8862.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 214.0 0.70 149.8 Frame,Wood,Exterior 11.0 1278.0 1.70 2172.6 Exterior 1278.0 1.70 2172.6 Frame,Wood,Adjacent 11.0 214.0 0.70 149.8 Base Total: 1492.0 2322.4 As-Built Total: 1492.0 2322.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.8 2.40 42.7 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.8 1.60 28.5 Base Total: 37.8 164.7 As-Built Total: 37.8 110.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM= Points Under Attic 1549.0 1.73 2679.8 Under Attic 30.0 1590.0 1.73 X 1.00 2750.7 Under Attic 19.0 240.0 2.34 X 1.00 561.6 Base Total: 1549.0 2679.8 As-Built Total: 1830.0 3312.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 171.0(p) -37.0 -6327.0 Slab-On-Grade Edge Insulation 0.0 171.0(p -41.20 -7045.2 Raised 128.0 -3.99 -510.7 Raised Wood,Adjacent 19.0 128.0 0.40 51.2 Base Total: -6837.7 As-Built Total: 299.0 -6994.0 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeOlResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1989.0 10.21 20307.7 1989.0 10.21 20307.7 Summer Base Points: 25883.2 Summer As-Built Points: 27921.4 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) 27921.4 1.000 (1.090 x 1.147 x 1.00) 0.284 1.000 9928.5 25883.2 0.4266 11041.8 27921.4 1.00 1.250 0.284 1.000 9928.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PS v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points .18 1989.0 11.77 4213.9 Double,Clear W 1.0 6.0 36.0 10.77 1.01 390.6 Double,Clear W 10.0 7.0 6.0 10.77 1.20 77.5 Double,Clear N 1.3 2.5 6.0 14.30 1.01 86.7 Double,Clear N 1.3 4.0 16.0 14.30 1.00 229.9 Double,Clear E 1.3 11.5 36.0 9.09 1.01 329.6 Double,Clear E 1.3 6.0 36.0 9.09 1.03 336.6 Double,Clear E 10.0 7.0 54.0 9.09 1.38 676.4 Double,Clear S 14.0 6.5 20.0 4.03 3.54 285.2 Double,Clear S 1.3 10.0 18.0 4.03 1.00 72.7 Double,Clear S 1.3 19.0 18.0 4.03 1.00 72.3 Double,Clear W 1.3 2.0 8.0 10.77 1.12 96.4 Double,Clear W 1.3 9.5 30.0 10.77 1.00 324.4 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 As-Built Total: 314.0 3408.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 214.0 3.60 770.4 Frame,Wood,Exterior 11.0 1278.0 3.70 4728.6 Exterior 1278.0 3.70 4728.6 Frame,Wood,Adjacent 11.0 214.0 3.60 770.4 Base Total: 1492.0 5499.0 As-Built Total: 1492.0 5499.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.8 11.50 204.7 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.8 8.00 142.4 Base Total: 37.8 450.7 As-Built Total: 37.8 310.4 CEILING TYPES Area X BWPM = Points Type R-Value Area.X WPM X WCM = Points Under Attic 1549.0 2.05 3175.4 Under Attic 30.0 1590.0 2.05 X 1.00 3259.5 Under Attic 19.0 240.0 2.70 X 1.00 648.0 Base Total: 1549.0 3175.4 As-Built Total: 1830.0 3907.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 171.0(p) 8.9 1521.9 Slab-On-Grade Edge Insulation 0.0 171.0(p 18.80 3214.8 Raised 128.0 0.96 122.9 Raised Wood,Adjacent 19.0 128.0 2.20 281.6 Base Total: 1644.8 1 As-Built Total: 299.0 3496.4 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE As-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1989.0 -0.59 -1173.5 1989.0 -0.59 -1173.5 Winter Base Points: 13810.3 Winter As-Built Points: 15448.5 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) 15448.5 1.000 (1.069 x 1.169 x 1.00) 0.437 1.000 8439.9 13810.3 0.6274 8664.6 15448.5 1.00 1.250 0.437 1.000 8439.9 EnergyGaugeT"DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 11239.4 As-Built Total: 11239.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11042 8665 10984 30690 9928 8440 11239 29608 PASS �yoj zx>r SrgT�o�+ a EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeMesFREE'2001 FLR3PB v3.11 FORM 60OA-2001 Code compliance checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wail panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. MuItkstory Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided,External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.3 The higher the score,the more efficient the home. Lot: 5, Sub: HIDDEN PARADISE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtwhr _ 3. Number of units,if multi-family 1 - SEER: 12.00 _ 4. Number of Bedrooms 4 _ b.N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 1989 ft2 c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b.Clear-double pane 314.0 ft2 - a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ d. Tint/other SHGC-double pane 0.0 ft2 b.N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0,171.0(p)ft _ c. N/A b. Raised Wood,Adjacent R=19.0, 128.0112 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1278.0 112 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,214.0 ft2 b. N/A c. N/A - d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1590.0112 _ 15. HVAC credits b. Under Attic R=19.0,240.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) -TOE ST in this home before final inspection.Othe ise,a new EPL Display Card will be completed �yp4 =90�, based on installed Code pliant fe tore Builder Signature: Date: - -7 � a Address of New Home:' City/FL Zip: /-71 o RL cOD we'�� X33 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US 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.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge®(Version: FLR3PB v3.11) System Sizing Calculations - Summer Residential Load - Component Details Project Title: Class 3 Rating 2014 2-story 1989 Registration No. 0 Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/12/2002 Type Overhang Window Area(sqft) HTM Load Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2,Clear,DEF,N,N E 1 6 36.0 5.0 31.0 23 72 2348 Btuh 2 2,Clear,DEF,N,N E 10 7 6.0 6.0 0.0 23 72 138 Btuh 3 2,Clear,DEF,N, N S 1.33 2.5 6.0 6.0 0.0 23 37 138 Btuh 4 2,Clear,DEF, N, N S 1.33 4 16.0 16.0 0.0 23 37 368 Btuh 5 2,Clear,DEF, N,N W 1.33 11.5 36.0 0.0 36.0 23 72 2592 Btuh 6 2,Clear,DEF, N,N W 1.33 6 36.0 6.6 29.4 23 72 2267 Btuh 7 2,Clear,DEF,N,N W 10 7 54.0 54.0 0.0 23 72 1242 Btuh 8 2,Clear,DEF,N,N N 14 6.5 20.0 0.0 20.0 23 23 460 Btuh 9 2,Clear, DEF,N,N N 1.33 10 18.0 0.0 18.0 23 23 414 Btuh 10 2,Clear,DEF,N, N N 1.33 19 18.0 0.0 18.0 23 23 414 Btuh 11 2,Clear,DEF,N, N E 1.33 2 8.0 4.4 3.6 23 72 359 Btuh 12 2,Clear, DEF,N,N E 1.33 9.5 30.0 0.0 30.0 23 72 2160 Btuh 13 2,Clear,DEF,N,N S 1.33 5 15.0 15.0 0.0 23 37 345 Btuh 14 2,Clear,DEF,N,N S 1.33 5 15.0 15.0 0.0 23 37 345 Btuh Window Total 1 314 1 13590 Btuh Walls Type R-Value Area HTM Load 1 Frame-Exterior 11.0 1278.0 2.0 2582 Btuh 2 Frame-Adjacent 11.0 214.0 1.2 261 Btuh Wall Total 1492.0 2843 Btuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 17.8 10.6 189 Btuh Door Total 37.8 401 Btuh Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 1590.0 1.5 2321 Btuh 2 Under Attic/Dark 19.0 240.0 2.3 542 Btuh Ceiling Total 1830.0 2864 Btuh Floors Type R-Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0.0 171.0 ft(p) 0.0 0 Btuh 2 Raised Wood 19.0 128.0 sqft 0.0 0 Btuh Floor Total 299.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 19890 116.3 2430 Btuh Mechanical 80 1672 Btuh Infiltration Total 196 4102 Btuh Internal Occupants Btuh/occupant Appliance Load gain t 5 X 300 + 2100 3600 Btuh EnergyGauge® FLR3PB v3.11 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 2014 2-story 1989 Registration No. 0 Climate: North 4/12/2002 Subtotal 27399 Btuh Duct gain(using duct multiplier of 0.10) 2740 Btuh Total sensible gain 30139 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 6539 Btuh Latent occupant gain (5 people @ 230 Btuh per person) 1150 Btuh Latent other gain 0 Btuh TOTAL GAIN 37829 Btuh Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint) (U-Window U-Factor or'DEF'for default) (InSh-Interior shading device: none(N), Blinds/Daperies(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Omt-compass orientation) EnergyGauge® FLR3PB v3.11 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 2014 2-story 1989 Registration No. 0 Climate: North 4/12/2002 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 32285 Btuh Total cooling load calculation 37829 Btuh Submitted heating capacity 42000 Btuh Submitted cooling capacity 42000 Btuh Submitted as%of calculated 130.1 % Submitted as%of calculated 111.0 % WINTER CALCULATIONS Winter Heating Load for 1989 s ft Load component Load Ductac5%, Window total 314 sqft 8666 Btuh VNnduwa(27%, Wall total 1492 sqft 4730 Btuh �u ^' Door total 38 sqft 525 Btuh Ceiling total 1830 sqft 2547 Btuh ,: Floor total See detail report 5382 Btuh Infiltration 213 cfm 8898 Btuh CeNn9ac8%, Doors(296) Subtotal 30748 Btuh Duct loss 1537 Btuh Fiows(,7%) weiiat+s%� TOTAL HEAT LOSS 32285 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1989 sqft) Load component Load Window total 314 sqft 13590 Btuh Letarrt:IrRernel(3%) Wall total 1492 sqft 2843 Btuh iAtaM inrn.(,zx, Door total 38 sqft 401 Btuh wM,dows(36% Ceiling total 1830 sqft 2864 Btuh Floor total 0 Btuh trt.0ain(70%) Infiltration 196 cfm 4102 Btuh t Internal gain 3600 Btuh Subtotal(sensible) 27399 Btuh Mr-ft(M) Duct gain 2740 Btuh Cailhyac8%, Total sensible gain 30139 Btuh i +pf1,Doorsi1%, wanace%> Latent gain(infiltration) 6539 Btuh Latent gain(internal) 1150 Btuh EnergyGauge®System Sizing,based on ACCA Manual J. Total latent gain 7689 Btuh PREPARED BY: -' TOTAL HEAT GAIN 37829 Btuh DATE: EnergyGauge® Fl-R3PB v3.11 May-10. 2002 5:24PM HUM, Inc, No-4126 P. 5 i NOMEOFCOMML+NCBMENr Tax Falb Na /� r! STATE OF FLORIDA Y,1 u` 9 COUNTYOFDUVAL V ` t (Do not wrlhe in rhts blank area M }iT�(,'Jl Rwawed,Jbr reaardl+�P�PQ1et�bJ N N THE UNDERSIGNED hereby glvu resort that improvements will be made to certain rsal property,and in r accordance with Chapter 713, Flarida SYn( the 100owing iVinut ton it prov*d In Our Nodoe q/ pi Commencement 0 1. De—orlon of Property:(Legal dleta Arlon ojibe property and street addreu,if avalabie). n Lot S.RODEN PARADISE,aeeordiag to do pint thereof, u recorded In Plat Book$4,page 97,97A and 9M of the current Pabiia Pnords orDnral County,Puri,". 2. General Duerytlon t /nipi ovcnrur: j 10 Cautractiarofa.etnglirfamiyresi lance. ( ��inet' D 719. 3. Ownerlrifarmaion: F1IN a a. •.Name and a kkesa: 96(07 Mao PM Besteom int. CM 2440 S*WA Bmc*Parlwq JaeANMYX4 Fb rW 32210 fly b. !Worst in propoty: Fee stwph. 7.• a Maws and*A*=of,fee simple Wsholdir ffooker than owner) d Conomanw: (Meal andaMm) Batowbina 2440SoNA Basile PwkwAW JaboMvlOe,FWAR 33250 1. Srrrrry a. Nacos and adilrrrs: b. Amount qfband3 6. Under 100brmatao; a Name and aA tss. Sun7Ynst Bank 200 West Fos*Stat Jaehter wH4 FL 31203 b. Dakmaied Conwi DrrrbMa Riggs 7- Posmu wWdn dos Stag of Fldrida draip wad by Owner roan when*Ness or other albew"M iaay be nerved as p»vided by Section 713.13(1)(g7,Planta Slasusu;(Name and ad 94 LPN Vern111ya San7Yast NaLk 20 WaYFampth Awl JWAWxwft FL 33703 d. In add b-to hh—If,Owner 441MI to DWritas R1ggt dV&#O W Bank 10 retrive a copy cf dw Lirnaes Me"as prowdraiks somon ni n(a)(b)•BK Wojwm 9 Expiration dam gf Nuke of Commteaemew(Nee exptrodon dare is One(1) Ysar from the tat gf retarding unless a dE(ftrow dole is spec yled). Other expir'atiai do s- October$,2403 aw) • -!ts PrrsWtnr STATEOFFLORILLI COMM OFDUW ,This foregoing iw&ument was ach—ledged beferr cot this—Av er Mqy, 2002 by Pkat W. Nichols.,at Pnokkot gf Barum.hos. a Flovidd corpopWam an f f IA i owporalon He Is nilly AMawrr to M. Pennant v oRehm To., AMMAMML:dilateta s &vnDwlBank IStat cf Florida a L vW 200 WarF Soret Jaeboxvifle.sFL 12202 o�►av rets My Co mfulas Nmabsr is: ;WrtnaMrnown CITY OF Office of Building Official REQUEST FOR INSPECTION Date— 02-- Permit No. Time A.M. Received -5 L4U r Job dress Locality Owner's Name13<S+ C-Ac—) Y�-,) —Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 0 Footing Rough Wiring L, Rough 0 Air Cond.& ❑ Re Roofing 11 Stab 0 Temp Pole 0 Top Out 0 Heating Insulation El Lintel U Final El Sewer E, Fire Place Pre Fab READY FOR INSPECTI5V---,,, Mon. Tues. Wed, Thurs. Friday....... Inspection Made PM. Inspector VV Final Inspection D Certificate of Occupancy 0 Date LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 3 E St i 2002 Re:Wind Loading Requirements For Lot .5 HCJJ*v% pty{ its, A �LA4i 4, Off- 4 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 wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets # 7 thru #loof 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 sheathingltrusses 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. Sincere Louis J. !Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOTS HiaDG;N P494 ISE, 14TIAOTkc &F-A f H. F►I. 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; MARCH, 2002 Sheet FDate oftots Of u b,Twt Y{s c �A s t�,,t Fo Ltcrw-,--:� 5 truc tUYa L a ttr%6 3A c,.F 4w4.0 shy :— WW' Ost T �teccJ Framin . 5e-e �4 � �- 1 Y�l S1L S ,� ��a o r jYti1 Sf�l �— �r � . � ck ecQuj& �C� 5�v�s � t(t. vel aV'r See 5 " O Y0.jE to StL4AA ••.A14Qd 0 - ,�Z A 3 6 bolb (Z 98 o - C •.s Pemetra q `tJ 1"-; t7 (p a4 G u'1 Cv,,.ti. vv%Less v►OteJ 5 �iw► vel a,� Yw•. Far�er�+rr+t: — • 1 #9 Rod civ► g8o•t. a*,R at GotKerl 1 goo[ rtaua, B'� c W: -Adls a.c. unLess KoteJ �p pbti.e��►�se i is r ��oor preA C T-AC �At°� pore o�erl�►a.+n�s� . DATE: Sheet Z of i i S?�t� 120 Se(. �USt) Stfuk4Wt- UJ) +L (0 CX oSW(e_ 1t6 (J /VR) ��+Poctar+ce Factor, I = 1• o r W "bourne. O fbr i s `3 i O'n ((S/1 ) • IF toes 9a, t s t(w wlt -C-K Cs-r 4'C_ 'Ab' ► s b Covic�i�h CAM f�� t� ude r�4� •� to y O&C.,� FY-tee o,rP.vr�.1 FatCw►� P Shown 60100 DeSo� P TABLE 1606.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER SPACING(in.)1A TYPE Panel Spin 5 2 It 2 It<Panel Span 4 ft<Panel Span 6 ft<Panel Span <4ft <6ft <dft 2112416 Wood Scmw3 16 16 12 9 2 in a Wood Screws; 16 16 16 12 Double-Huded Nails4 12 6 4 3 SI:I inch=25.4 won 1 foot-005 mm Notes: 1. This table is baud on a maximum wind speed of 130 mph(58 m/s)and mean roof height of 33 feet(10 m)or less. 2. Faster=shall be installed at opposing ends of the wood structural panel. 3. Where screws are attached to masonry or masonry/stucco.they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- ity of 490 lb(2180 kN). 4. Nails shall be IOd common or 12d box double-headed nails. Cay w G� 0 P W4.j S L S tY�JG^^�- w I 11 6e- w(/!\,Jry� �s Perm► ops, ts�e c, X-S /(0) TA goo F 51&t&9Wt) WWTrh14t* ctp�') 65,14, PS Q i'kQfA44 For % J LOW-Mvv\ o4w Sp4le A O.C, PSC rJ�Q V4 tb� �• �iL �-'l� l [. 1CU• 5; � l0�a �n�c �►1,u per crK S troAwe ((�U$ (koUt r Feii4o-le,,�� 1 i C j • 4 DATE: Sheet_S_of 2000 Ct�de M�►�► q 4i s tr` S 5 P H ,"s,fr?.1911 ;' �,•� 3 2 0 -e F 3 yv �F o 1c. 6 MAA w� �5 ��-i r1-n. X00 a•C- �M�� I Y 1A A ( 03I (20i60D) l1.3, = t(vgcl C� FY acv►^th ,L";�j t r:�c_�� .- 4Uw.Te►,s;^ UA '/z+A36 60tt25 : = o �SAP F �e F I �Y � Ser p . IAL �y o rrvl = 1500 Si F = 3G000 S� h - 0.2 �.. � AP-_ : P � P 6 - 1TQb i> A lttry Tw►I V-n = 2.190 l b s n or t990 Ibs F— Cv-Yi 1 F � tlT ic.k rocw 'Ste CL A36 We'16 rt.. ai.f�U eJ � Fb Woj-=2 7-.ks;Cs�; -F-ba- (u ooJ)%= A 00 . s�--> f6 c-(a Aq.O�/�(' cz)�n)��/4)-1n.5.)).= 545 Psi - -�-CaQlu�l•}� L9oo)U�)?) = 532 Pb► � 5qS psi o-1G Fx�•.., (o•9-tjCo--rs�CzfSXSq�XLI�)=4c�lb.�.h;=On M -r-la 0026 ' 5 _ _/5299L(27oo0)(�331 � gar A„oQ 1 �1Siw► O'W Ati►c,4or l3ol'tS r ��,tv�rgale T c► U--, '/Z�� A3f , 4"-b- G " L,4 & F : 1440 Ibs (Ice above) Attuu4,ole shear 1/z.,. + A3 G ho it, = 35o �Sler or o-iZ H6 F� /i UuiJ4e- SMear= 350`/ 50o)(o•z) = 19 57 Ibs o Y (o•IZ�fo•L)( 36�noo) = 869 Ibs i j Sheet _of DATE: Js �P ► Pr t S wr►f ig .� gra YV, CA., - L 3 Building,simple diaphragm:A building which complies 4 4 LONGITUDINAL with all of the following conditions: i 1. enclosed building, 4E a 2. mean roof height,h,less than or equal to 60 ft(18 m), 4E LONGITUDKkL 3. mean roof height,h,does not exceed least horizon- ROOF 2 -� tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- rations within the building, 1E C% a 2, 6. wind loads are transmitted through floor and roof 'E diaphragms to the vertical lateral-force-resisting _ systems,and VVI'D DIRER 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGRAM WWW WARD ROOF WINDWARD ROOF LEEWMRD ROOF- LEEWARD ROOF - - - - -- - . _ VERTICAL IA-1 r-r vFrmc�t Lu r, = w US _ _ a =`a Ln 7RANSVERSE ELEVATION LONGRUDINAL ELEVATION FIGURE 1606.29 APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 1606.2D HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS Mon Exp- Root Hekiht B C D Is 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Nae:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. jCt 'nFUY yr S.K� iu 111tI itlfH t11Hi titltiitittl1r111rinrlrlp11p1111t11111111111111111111111I11Uitt1lutlUIIIIIIIIIIIIIt1lUlilllltllllllllillllllllillltlllllgl111111IIIINtIIfIt111t1111i1111111111011111111111111lIIt1lUillitllllOtltlll1111NIItttIt1111t1111it11itt111111tI11111 r TABLE 1606.2A .� c MAIN WEND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN Exposure B r' m Horizontal l0ads1 Vertical Loads(psi) Max.Horizontal Wall Loads4(psf) N Windward D End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Roof Velocity Load angleWlndwwd Leeward Windward Leeward End Interior (mph) Direction (degrees) Wail Roofs wall Roofs Roof Roof Roof Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 J2.8 .6.7 8.5 .4 -1 .7 -6.8 .21.66. 10.0 -Z.5 7. -5.8 0 - 5 - 0.7 -1 - 1 .- 6 12.0 -10.1 8.8 -7.5 30< le 1 1- . 11.0 -8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.6 -21.6 -16.9 10.0 -7.5 72 -5.8 100 Transverse 0-5 -19.1 -1 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -72 0 22.0 -5.8 14.6 -3. -19.1 -13. -13,3 -10. -26.7 -20.9 15.0 -12.5 10. -9.3 30 < anal 17. 1 4.2 9.8 6 -10.8 5.9 -9.3 .7.2 13.0 -10.1 11.3 -8.4 Longitudinal J All Angles 15.9 -8.2 10.5 4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 9. 12.7 5. -13.1 -10.1 -L6.3 15.0 1-11.3 J0.7 -8.7 026.6 -7.0 17.7 -1 -32. .0 -15.1 3.1 -11.3 30 < 1 1 4 172 1 11. -13.1 -11. -8. 3.7 1-10.1 Longitudinal All Angles 19.2 1 -10.0 12.7 1 -5.9 -23.1 •13.1 -16.0 -10.1 -32.3 -25.3 15.0 .11.3 10.7 -8.7 120 Transverse 0-5 22.8 -11.9 1 -7. -27.4 -19.1 -12.1 -38. -30.1 17. -13.4 12.7 -10.3 0 31.6 -8.3 21.1 -4.8 -19. -14.5 -38.4 -18.0 5. -13.4 30 < an le_< 45 25J 17.620A 14 -1 8.6 -13.4 -9.0 -10.3 1 Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < angle< 4§- 30.1 1 20.6 24.0 1 16.5 11.6 1 -18.3 10.0 -16.7 -10. -12.1 22.0 -17.0 19.1 -14.2 Longitudinal All Angles 26.8 1 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 •15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 20.6 -9.6 -37,3 - 1. -26.0 -52.3 -40.9 P24.0 -1 17.3 -14.0 .n 20 43.0 -11.4 8.7 .3 -37.3 -26. -26.0 -12.7 -24.5 1. -18.2 r' 0 < an le<_ 4 9 2 .8 19.1 13.4 11.7 -18 -1 - 4. -19.7 .1 -16.4 0 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 •37.3 -21.2 -26.0 -16.4 -52.3 -40.9 -18.2 17.3 -14.0 n 150 Transverse 0-5 5.7 3.7 -11 0 2. - 4. •i -60. 7. -20.9 19. -16,1 0D0 9 - 3. 32.9 .2 -6 7.0 134.0 1-28.1 1 24.4 -20.9 c r= 30 < an I 4 . 7. 31 9 - 4 13. • 0.9 -14. -16.1 130.0 1-22.6 1 25.4 -18.9 z Longitudinal All Angles 35.7 •18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 Q 8 For SI: 1 ft2=0.0929 m2.I mph=0.447 m/s,I degree of angle=0.01745 rad, I psf=47.88 N/m2. m Notes: 1 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). to 3 If pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 1606.2(b). v • z lot, L . G'�.bri a�•, P' of i 4 I Shur tl, S A��- For Rrst R►rJ/or 5eccJ FLooc5 ; ane �dtlow�,� dentin:►�,� t .� CY�ter��. °t��O tkt��t�n Wall. X10. .; - 5 e� O� a. .�a2 Roar P1� p W P u Lo ca�iB�+�+, d-csi9ratts "t�ctefivIr'' WaALI l,�k�le •I" alesi�r►alzS " ir�crivr- �atls N tet'';- Tr,bit w,A. . CI• See &�tac,GJ �luoY ,4 0 Yi90 � f wuje �►PJ1�r� O�- Wfza W�Ij -r- C It it it `� �• C W&LL Owe. ke.s� bl O F 604\ Poor: -.� ' — �jWbw►atQ'�►v» . 0 , 1 - -- - --.FOY two S WALIA-A-0y- WAIL ?Wt lkeoti t For Ovte Stor_ - uva llt µ .. AY roo F Ineitlt GxPos td PrtiSmCe "MH WvF PiU 1I YKdYL 7 to 17.. hoe r :- W P{eSSu.rE �f�0gLo`fpLtic�.ble Unw, Y'uvF PiLJ.+ is vriore -7tLkI R - ( F ) C 1 /.Q To W S'K t-,r FOfce --- or (Q? t (A r) r) (ver two Stor • l e 4 S*N1 o Y.. C U`.+�(�� SS1 Utit l"� 1� e�l t S = 1 • 1' J C ` / D J __T oY c ,— e Q�eY- tLLon '�� V*vtC; (L&")(0• 6r) )�'�t UYte .or two a�,&or 6a Lt SPacvx,*� f}PTLtC06UE- TO 'R'A E.'b ComS*b For f.xtet►or WAS ,4UOW. Gott s'hemv z g (da ►bj Cr/i,*X$ l0vt and-0 11 ►t Ttmsicri = 14,40 Ib_s C tt n t, it 7/10 QSe S1�ea-�hi maita u)ig t4 r-0yWmmA Y WILCSS �npteJ 0 P►erW►se- For Smterip,r Wa2.s 4, ftliow . bald 5heay-or !350 Ib s (z Yz.+$t *s; Cooter ha;Ls , LjmLCSs M � Date 7Sheet 3 �°L L. Gab r.',L. P• E �,f � To FvJ LZ7 bolt 5pa6L,� 3 Fv- ajUouj v,6Le skear P,-r ba Ct For fXtCfiJ� f J:�or 1Yitef v- Wr-As .__i� S z Z� TO C 4 o Os e- — I��(UW. hv-U Iuwti, teviSiw► T 0r �c• _ 2V IqUtA dcr-ML W IL be cls oS&'-, FYwy► a tvt d- S i w►r;w, �(o r o t om- P 5OLS NM50, HTT27- , etc, C kartd��ry►, tO CcnW4) , CSTA36 U , • 6& C F lour to plooe- -hoU Aot^Ms ) See A6Xt s�tee� For Shear WA;Q�S IcL8o� aAAI 511eeE 5t-Ne0.r U\PctJ &- d1UNAS • wTc�r G.. S -rt_ Ferre MOA o F A e--tftsivn . bel t 0 SbTw-%q O-LA F6LL4x Clear- Tic. bolt w Ll P�,Q,P oat P A s-ote p t� w�u neJ to Silec&Y o FF F&r Q CavVL e- Fzx:htc h Te, rt r F5`'a`, Fa;lure � a 2V = X400 IbI C 2xq p[q , =PrZ SYPH zU = ZZ o o Ib s 2 x G P(-.tom, , $#Z ZY = 2 -3oo I61 C1xg pkCIL --�rz 5yp �7DATE: r 212,v02 r OVC U I GREAT ROOM LIVING AREA - 14215q ft � f < f w n ' or i f � I BUILD SET FIRST FLOOR ELECTRICAL PAGE SCALE: 1/4"=I FOOT �' T r , "-, rpt "'"• SV0Sk 3 1-1 i A AQ os 00 r i i .ate Sheet 1� GabrEe", of lot 5 H Qz� ""SPQ` '`R `Nn� 1..)< s L ��w� (T� �1 � * tlL� fit- WWSt- W u b e W FO r elf. ww -Zr C lbs/FL) 3 7-3 �.QF 1 or C (7-5sb)( 0 j — C tato 32. —� e 7/1 0s NA (LCD dN -/12 w/ 8� cuwvwkr�l nuc . Odso vas C2) 1si 8 I , � � 14'+ FAY -.tuw-,,x1 a t 1,� te,,,t1 a . Z w d 0 BATH Z. OWNER Hawkins Lots 5 Hidden Paradise SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 4/16/2002 CONSTRUCTION JOB ADDRESS: Lot(s)5 Hidden Paradise 1475 Laurel Way Atlantic Beach, FL II Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable–"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10' Reinforcing:#5 Number: 2 Spacing: N/A Dowels: N/A ---T—Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A TSpacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A TVent;7N/A Access: NIA Drain: NIA DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 Sough Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER Hawkins Lots 5 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness:4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" ____TSize: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand ___TThickness:4" Size: T wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness:4" Size: 8'x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 TSIump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER Hawkins Lots 5 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized =Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1 st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top& Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER Hawkins Lots 5 Hidden Paradise Exterior Trim Material/Gracie or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER Hawkins Lots 5 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" -7 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 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER Hawkins Lots 5 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-17' 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: -T i 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway • 3acksonville Beach • FL > 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER Hawkins Lots 5 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock �Z„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or %2 " Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER Hawkins Lots 5 Hidden Paradise 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4 WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: NIA Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" 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 Hawkins Lots 5 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: Payne 2'/2 ton outdoor 10 seer PH10JAO-30 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make,Type: digital Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent:4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER Hawkins Lots 5 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: St John's County Private: N/A Disposal Field: N/A Water Supply-Public: St. John's County Private: N/A Pressure Reducing Valve-Make& Model: N/A [GasSupply 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 '/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue %"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO%" House to Refrigerator CPVC SCD40 Glue 3/"TO'/" House to Dishwasher CPVC SCD40 Glue 3/"TO%" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER Hawkins Lots 5 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER Hawkins Lots 5 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 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 Hawkins Lots 5 Hidden Paradise 220 High voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service E-- Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA N RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper E I I I SESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER Hawkins Lots 5 Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4. Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER Hawkins Lots 5 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name & Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER Hawkins Lots 5 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: Duron TNumber 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: Duron Walls of Finished Area: Duron Number of Coats: 3 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: knockdown Number of Coats: N/A Garage Walls: Duron Number of Coats: 3 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Duron 3 coats 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 L-- 1i 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-02265 904 246-3747 • Fax 904 246-7126 Page 16 OWNER Hawkins Lots 5 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL E__ Method of Installation: Floors: Thin set over under underlayment Walls. Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name& Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name& Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name&Model: DSC PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL• 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER Hawkins Lots 5 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20 -3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Shaw N/A Floor Coverings-Vinyl Armstrong -Memories N/A Range MAYTAG MER5530BAW N/A Dishwasher MAYTAG MDB5100AWW N/A Hood vent MAYTAG MMV5100AAW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A SESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 PAGE 1 Date: 03/26/2002 MANNING BUILDING SUPPLY LOG #: B0196F TRUSS DIVISION JOB #: m JACKSONVILLE salesman: JOHN FERGUSON Pitch: /12 tustomer: BESTCON HOMES Job Name: Address : 2440 South Beach Parkway Address : LOT 5 HIDDEN PARADISE Jacksonville Bch, FL. 32250 *Designer: KA -------------------------------------------------------------------------------- Left I Right qty) Span I O.H. O.H. I Description -------------------------------------------------------------------------------- 1 12 ' 6"8 0 ' 0 ' PW1 3 12 ' 6"8 0 ' 0 ' F1 ilia 2 15 ' 9"8 0 ' 0 ' F2 1 1614" 0 ' 0 ' F3 6 16' 4" 0 ' 0 ' F4 1 15 ' 0"6 0 ' 0 ' F5 RAISE® 1 11' 0" 6 0 ' 0 ' F7 SEALS 4 10 ' 11"8 0 ' 0 ' F8 1 10 ' 11"8 0 ' 0 ' F9 ** Beams ** 2 32 BM1 GPLAM 16" 2 S BM2 GPLAM 16" 1 10 BM3 GPLAM 16" r ** Hardware Floor ** 17 I THA422 SY42 Hanger 3 J SUR410L Face Mt 3 . 5/45 ' Skew L 2 . S HGUS412* 2-ply GPLam Hanger -------------------------------------------------------------------------------- 21 - Trusses 22 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 5 - # of Beams 0 - # of Rim Board -------------------- 21 - Total Trusses As No �n 9.6..3 + 12' ..8 i PW1 B0196 BESTCON F1 LOT 5 HIDDEN PARADISE KEVIN ASHWORTH 4'4 3 BM3 F2 4'7 5 BM2 07 cn LL 00 U) ~ � CD C7 Wco U) W --4 .-� LL LL. O LLI H 0 C7 H 3'4"9 BMI 14.9" + 28'3" -+- 14, — ---� MANNING BUILDING SUPPLIES KEVIN ASHWORTH 21 Mar 2002 3:09 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Paci>ic Corporation Version: 3.3 Build: 3.3.0.0 Project : B0196.FBD Information : BESTCON LOT 5 HP Mark#: BEAM 1 Desc : Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No • 3.5", 565 psi psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Roof.'Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 99.1 10.51. 10'9"s.c.-FLOOR 2 Span Carded(psf) 55 40 100% 0 10-5" 29-0" 16'T's.c.-FLOOR 3 Partial(plf) 110 0 100% 0 0'9" 29-0" WALL 4 Trapezoidal(plf) 60 150 43 107 125% 0 0.91 5-9- cJ 5 Trapezoidal(plf) 180 60 131 44 100% 0 22'0" 29-0" CJ 6 Concentrated(lbs) 500 357 125% 0 9g.. HJ 7 Concentrated(lbs) 650 464 125% 0 29'0" HJ it 8 Concentrated(lbs) 2000 1429 125% 0 22'0" ROOF 9 Span Carried(pso 42 30 125% 0 60.1 10'5" 10'9"s.c.-ROOF 10 Span Carried(psf) 42 30 125% 0 1016, 29 0" 15 T's.c.-ROOF 11 Span Carried(psQ 42 30 125% 0 0'0" 31-0" 3'5"s.c.-ROOF Uniform(plo 15 0 0 0 31-0" Self Weight "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 5 Max R'n 338 7396 8812 12388 3642 Min R'n -1542 2910 2933 4005 1167 DL Wn -353 2910 2933 4005 1245 Min Brg(in.) 1.50 3.00 4.46 4.72 1.84 [Based on bearing stress below] Brg Str(psi) 565 750 565 750 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4644 4 1'7" 76 13300 125% 0.35 M(ft4bs) 10788 4 5-9" 73 44445 125% 0.24 LtRn(lbs) 338 0 019. 72 6921 100% 0.05 See Note#5 RtRn(lbs) 3642 0 31'(Y' 73 6921 100% 0.53 See Note#5 IntRn(lbs) 12388 0 20'10" 76 14438 100% 0.86 See Note#5 LLDefI(in.) 0.07 4 5-1" 73 0.34 U1756 TLDefI(in.) 0.10 4 511.1 73 0.51 U1162 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Pies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with Nadonal Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required fbr compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacitic Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'sect/on above. 6.Bearing length based on design materfai,support material capacity shall be verfBed(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. L This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Provide approved uplift resistance at supports with negative reactions. 10.Vol&that load is applied at top or equally from both sides. 11.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thm center.Nail from alternate faces,2"from edges. 12.Max0ln reactions are based on the applicable load combinations outlined in the notes.Summation of mi W inin reactions for various DOL may not match total max4nin reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. it MANNING BUILDING SUPPLIES KEVIN ASHWORTH 26 Mar 2002 8:10 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Paciric Corporation Version: 3.3 Build: 3.3.0.0 Project : B0196.FBD Information : BESTCON LOT 5 HP Mark#: BEAM 2 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL = LJ240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi LOADS Project Design Loads:Floor.'Live=40 psf,Dead=15 pst,Roof:Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 019, 7-11" 15'0"s.c.-F5 2 Span Carried(psf) 42 30 125% 0 a 0" 7'11" 15'0"s.c.-G5 3 Span Carried(psf) 42 30 125% 0 0'0" T 11" 24'3"s.c.-D5 wr 4 Uniform(plf) 110 0 100% 0 0'0" T 11" WALL Uniform(plf) 15 0 0 0 T 11" Self Weight 'Dimensions measured from lett end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 5389 5389 Min Wn 1871 1871 DL R'n 1871 1871 Min Brg(in.) 2.72 2.72 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio ti V(lbs) 3375 1 66, 71 13300 125% 0.25 M(ft4bs) 10665 1 3'1Z' 71 44445 125% 0.24 LtRn(lbs) 5389 0 0'0" 71 6921 100% 0.78 See Note#5 RtRn(Ibs) 5389 0 T 11" 71 6921 100% 0.78 See Note#5 LLDefi(in.) 0.05 1 3'12" 71 0.26 U2073 ` TLDeft(in.) 0.07 1 3 12" 71 0.40 U1354 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. +ir+ 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have bean Input by the user and have not been verMed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. S This reaction Is based on the combination of loads 3 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from Supports'secdon above. &Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verily the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nail piles together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail Thom alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLIES KEVIN ASHWORTH 26 Mar 2002 8:11 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeamM Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0196.FBD Information : BESTCON LOT 5 HP Mark#: BEAM 3 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No 3.5", 565 psi 3.5", 565 psi '4'* i LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst Roof.Live=30 psf,Dead=12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 110 0 100% 0 010" 44, WALL 2 Span Carried(psf) 42 30 125% 0 010.. 4'4" 25'8"s.c.-D4 3 Span Carried(psf) 55 40 100% 0 0.01. 4'4" 3'2"s.c.-F2 aayr Uniform(pif) 15 0 0 0 4'4" Self Weight 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 ww Max R'n 1626 1626 Min R'n 655 655 DL Wn 655 655 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratia V(lbs) 516 1 1'6' 71 13300 125% 0.04 M(ft4bs) 1762 1 2'2" 71 44445 125% 0.04 LtRn(lbs) 1626 0 010.. 71 6921 100% 0.23 See Note#5 RtRn(lbs) 1626 0 4'4" 71 6921 100% 0.23 See Note#5 LLDefl(in.) 0.00 1 7 2" 71 0.14 U14662 TLDefl(in.) 0.01 1 2'2" 71 0.22 U8757 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Pfes selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed/n accordance w1M National Design Specillcatlons for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression A& edge. S.Loads have been Input by the user and have not been verMed by Georgia-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6 This reaction Is based on the combination of loads 4 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. 0.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by tiw building code,a registered design professional or building offfchd should verity the Input loads and product application. A This engineered lumber product has been sized for residential use.A concentrated load check,per tire building code,must be performed iiw for commercial uses. 8.Verify that load Is applied at top or equally from both sides. 10.Nall plies toged w with 16d nails Q 12"o%along top and bottom edges and thru center.NaJI 1bm alternate faces,Z"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP,change to expanded printout Nib �w (B0196F- - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER(S) = SIMPSON SUL310 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4-6-3 -1 24 ( 4-6-3 ` 5" T y P• — —� W3X5= W3X3= W3X3= W3X3= W3X3= 143X5 T T 1 4-0 1-4-0 01 __�_8-1-2 W2X4 III W3X5= W3X3= W1.5X4 III W3X5= W2X4 III W1 .5X4 III W3X3 11-0-6 Over 2 Supports —— R=621 R=593 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:l FL/-/3/-/E/-/- Scale'WA BRACING. REFERNING TOES H IBR E91 (HANDLING INSTALLINCARE IN G AND BR FABRICATION, HANDLING, AN PUBIL ISHED UYPTPI IN(TRUSSI PLATE TC LL 40.0 PSF REF R151--51534 \\tllllllllff� PERFORMING THESE DFUNETIONSIO ERUNLESSTOTH ERW I SE DIND ICI N'A�ED, TOPICHORD FSHALL FH AV EPPROPER LYRACTIC IS ARTTACHED ��OR TOA�� P1� t � Q, �,� jc,•�,G.�� TC DL 10.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM f.HORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. '"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �I`• B C D L 5.Q P S F D R W HCUSR151 D2D81DBD PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • �i � (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO No.2gp39 ❑ BC LL Q.O PSF HC-ENG EJR/WPF %F ALPINE BRACING OF TRUSSES. THIS DESIGN f.ONF0RMS WITH APPLICABLE 11011SIONS OF NDS (NATIONAL DESIGN CO SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE _ STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F SEAN - 31052 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ',' G1� ';t ORIOP ��` D U R.FAC. 1.00 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ` Plaines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �I�,�,," NG \\ FI,Certificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. Mar c&l 11 \\\\\� SPACING 24.0" If 1 t t i t I t i I ` , ___ (80196F- - PW1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SPECIAL LOADS SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.00 to 210 PLF at 12.54 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BC From 10 PLF at 0.00 to 10 PLF at 12.54 THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X5= W3X5 T 1-4-0 1-4-0 +8-1-2 W2X4 III W3X3= 143X3= W2X4 III 12-6-8 Over Continuous Support R=220 PLF W=12-6-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. *B RAI REFER TO TOSES HIB-911R(HANDLINGE INSTALILING AND BRADNI,NG)HAN HANDLING, ISHED BY T I INSTALLING PLA ED 111111111f/ TC LL 40.0 PSF REF R151--51535 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��``%-I R P.,� , P Eft FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPEREY ATTACHED �% �•�i�'• �Itj��j, TC DL 10.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C,q••2 i **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� �� „ BC DL 5.0 P S F O R W HCUSR151 02081081 PRODUCTS, [NC. SHALL NOT BE RE SPONSIBEE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND o.22839 = BC LL 0.0 PSF HC-ENG EJR/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF. _ CONNECTORS ARE MADE OF ZOGA AS A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 5 5.0 P S F S E Q N - 31025 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER I% •�F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !'-�i(�/(f��/CQ�RIOP' �� OUR FAC. 1.00 FROM KA ApnRainesSClty,FL 33ll8CY4S,I11C. ROMPONENBTIFORMANYYEPARTI000LARFBUILDINGOISOTHETRDESPONNIBIOIINY OF THE BUIED[NGIDESIGNER, PER THIS Mar'2?�gRED05`�\` SPACING SEE ABOVE FL Certificate ofAut11ol1Zation#567 ANSI/TPI 1-1995 SECTION 2. �I 11 11 t t f f i (BO196F- - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I _I - 5-3-4 24" � 5-3- 5" Typ. W3X5 W1.5X4(R) - W3X3= W3X3= W3X3= W3X3 = W3X5 W1.5X4(R) 1-4-0 1 0 8 1-0-8 I 8-1-2 W3X5 = W3X3= Wl.5X4 III W1.5X4 III W3X3= W3X5 W2X4 III W2X4 III LEE 12-6-8 Over 2 Supports R=690 W=3" R=690 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:3 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--51536 BRACING.E.REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I.- N 1%%11111111►/�� PERFOft MING THINST TIT ESEDF OU NOC TI ON SD11 R U NLE SSTOTH OERW[SEDINDICAWED, TO P19 H ORDF SHALLF H AV EPPROPERLYRACTI'IS ATTACHED E R P.F�'5. L A� TC DL 10.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C' �"[�'��**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , 9j' i BC DL 5.0 PSF DRW HCUSR151 02081083 PRODUCTS, INC. SHALLNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURETOBRACIN BUILDINGH OFT TRUSSES.USSES COTH IS DESIGNANCE ICONFORMSTH TPI; OWITHAAPPLICA8GEPRODY ISNONSSOFP NDSG(NAT I ONALSTALLING AND OE SIGN o.22839 BC LL O.O P S F HC-ENG E J R/W P F ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t •• STATE OF – TOT.LD. 55.0 PSF SEAN - 31027 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 11•';LORIOP• �� D U R.FAC. 1.00 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TM IS �/ / �� Haines City,Fl 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Maris 1``�� SPACING 24.0" FL Certificate of Authorization 4567 ANSI/TP1 1-1995 SECTION 2. 1 (80196F- - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. --- 5-3-6 24" 8-6 _I 5" Typ. W3X5 W3X3= W3X3= W3X3= W3X3= W3X5=— W3X3=— W3X5 W1.5X4(R) 1-0-8 1T 0 —� 8-1-2 W3X5= W3X3= W1.5X4 III W1.5X4 III W3X3=— W3X5 = W3X3= W2X4 III 142X4 III W3X5 12-5-4 _I fF 15-9-8 Over 3 Supports J R=632 W=3" R=1135 W=3.5" R=124 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d OTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. **RACING WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND X111{{1111/�� T C L L 40.0 P S F R E F R 1 5 1--51537 BNST ITUTE,RE583 DOONOBR9O DRN AN3U ITE LING 2O0TAM ADISONNDWBRAC53719).PUB ORSSADFETY PR ACTICE SY TP UPRIOR ATO .� j'�E R R,c''O, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��` �.•1i�i•Q�ItjA'�i TC DL 10.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C'••�•-Y p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (n• 8C DL 5.0 PSF DRW HCUSR151 02081085 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAIt.URE TO BUILD THE TRUSSES IN CONFORMANCE NITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ; No.22839 : = g C L L 0,0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV IS[ONS OF NDS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i STATE OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 5 5.0 P S F S E A N - 31029 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C• 'O(ORIOP • DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF THE S UI PROFESSIONAL ENGINEERING �� O U R.FAC. 1.00 FROM KA Alpine C,flai es Cay, Products,844 ROMPONPNE SPON BS�O1995NOECTRINOZEARE BUILDING IS COMPONENT REDESIGN SPONSIBIIOIINY OF THE BUILDBINGIT Y DESIGNER.USE POR THIS ''�� RED ENG\ ` SPACING 24.0" AnSI Mar 2�'�h �� (BO196F- - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.28" DL: 0.25" RECOMMENDED CAMBER 3/8" SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 390 PLF at 0.00 to 390 PLF at 16.21 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. BC From 10 PLF at 0.00 to 10 PLF at 16.33 H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W6X8 1 " Typ W1.5X4 W2X5 Ili W6X12 = W6X10 = W5X7 = W4X4= W5X7 = W6X10 = W6X8 W1.5X4 1 4-0 W5X8 1-0-8 1 +8-1-2 W8X8= W8X12 = W8X8= W6X6 = W6X6 = W8X8= W8X12 W5X8 III fE 16-4-0 Over 2 Supports J R=3267 R=3217 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d OTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE ��(E R P�;�,O,, TC LL 40.0 P S F R E F R 1 5 1--51538 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO i T C D L 10.0 P S F DATE 03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `�� '�j�.��/tj��j� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` C4;.1, �% BC DL 5.0 PSF DRW HCUSR151 02081086 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, INST S TAIL I AND ; No.22839 B C L L 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF TOT.L D 55.0 P S F S E A N - 31035 CONN ECTURS ARE MADE OF 201A ASTM A'S' GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . + EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN ' 9•� DRAWINGS 160 A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'i�(i�'�.�OR%QP`� � Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE GF ?HIS ' � � D U R.FAC. 1.00 F R 0 M K A P� i QS'TA E`G F1 CCIUfICflfC Of jth zafgon p 567 ANS17TPNT1FO595NSECTRCNC2LAR BUILDING (5 THE RESPONSIBILITY OF ]HE BUILDING DESIGNER, PER M a r 2`��ry D 1"��,�,` SPACING S E E ABOVE (BO196F- - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LTVE AND L1240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 24" j� 7-2-0- 71 -2-0 5" Typ. W5X7 = W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 = W4X4 T Wl.5X4(R) 1-4-0 1 0-8 8-1-2 W2X4 III W5X5= W3X5= W3X3= W1.5X4 III W3X5- W5X5 W1.5X4 III W3X3= W2X4 III 16-4-0 Over 2 Supports R=898 R=898 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:6 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLISUL NG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS unumprr PLATE TC LL 40.0 P S F R E F R151-51539 TUT IG o. FT E1 PH PERFORMING THESEDFUNCTIONSDRUNLESSTOTHERWISEDINDNCATED, TOPICHORDFpHALLFHAYEPPROPERLY ATTOACHED `�`` E R P.R4 TC DL 10.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v � *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �QQQ �•. BC DL 5.0 PSF DRW HCUSRI5I 02081090 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • (n• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = BC LL 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES/GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE IN CONNECTORS ARE MADE OF 2OCA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F S E Q N - 31037 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �i�' •�Q' DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING raj�C•��OR�QP �/` O U R.FAC. 1.00 FR0M IC A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �i� p Hames City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ' ��gCD El1G�p� S PACING 24.0" FL Certifirate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Mar CQ//�$r C % (80196F- F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER(S) = SIMPSON SUL310 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 6-6-3 24" , -6- -� 5" Typ. W3X3 W3X6= W3X3= W3X3= W1.5X4 III W1.5X4 III W3X3 W5X7 T 1-4-0 1-4-0 +8-1-2 W2X4 III W3X6- W3X3= W3X3= W3X3= W3X3= W5X5= W2X4 III �E 15-0-6 Over 2 Supports R=841 R=813 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1 FL/-/3/-_/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��t ///// T C LL 40.0 P S F REF R151-51540 INSTITUTE, 583 D'DNOFRI10 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 �� S'�i•4�/`j /��' TC DL 10.0 PSF DATE 03/22/02 STRUCTURAL P0.NELS, BOTTOM CHORD SHALL HAVE A PRU PER LY ATTACHED RIGID CEILING. �� \ C•••./lj **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEERED �((�� BC DL 5.0 PSF DRW HCUSR151 02081093 PRODUCTS, INC. SHALL NUT BE RESPA NCEONSIBLE FOR ANY DEVIAT 10N FROM THIS DESIGN; ANY FAILURE TO BUILBRACDI NGHOF TRUSSES TRUSSES. CONEER MDESIGNICONFORM CTH TPI:ONFORMS FABRICATING, E PR OVISNONSSOFP ND SG(NATIUNAt INSTALLING No.22839 B C L L 0.0 P S F H C-ENG E J R/W P F A L P I N E SPECIE ICAT ION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALLA. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 55.0 P S F S E Q N - 31039 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'jt ':` P,�•� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i �OR��. •,�� AI ine in n1eered Produets,Ine. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB1LiTY AND USE OF TM[S '/ Gr � D U R FAC. 1.00 F R 0 M K A FT Certificate ofA thorizagion#567 COMPONENT NM1/TPIT1 F0995NSECTRON 2L AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 2��` �Ap EN„�� SPACING 24.0" (BO196F- - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER(S) = SIMPSON SUL310 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SO. PINE LUMBER VALUES. REFER TO SIMPSON'S PRODUCT CATALOG FOR PROPER APPLICATIONS. �- 5-6-3 —24"— 5-6 5" Typ. W1.5X4 III W3X3 T W3X6= W3X3= W3X3= W1.5X4 III W3X3= W3X6 I 1-4-0 1-4-0 01 - N�'/ 1 �8-1-2 W2X4 III W3X5= W3X3=— W1.5X4 III W1.5X4 III W3X3- W3X5 = W2X4 III W1.5X4 III W1.5X4 III (E 13-0-6 Over 2 Supports J R=731 R=703 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND \\111lt llf/�/ T C L L 40.D P S F R E F R151--51541 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\�c INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��\\�. G P // T C D L 1 P S F DATE03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� ,i'��• ��/�j''i STR UCIOR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� • C C'••••2�� *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .. O ;Ce-. BC DL 5.0 PSF DRW HCUSR151 02081096 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t!/�_C ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 0.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (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 i /1•• i TOT.L D. 55.0 P S F S E A N - 31041 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OFSIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACLE PT ANCE OF PROFESSIONAL ENGINEERING �I C � oa1Q G`,\`��.� OUR.FAC. 1.00 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS / E E`, Haines Ctty,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD tNG DESIGNER, PER /yQ1D Vit`\\\�\\ S P A C I N G 2 4.O" FL Certificate ofAuthorizatiion#567 ANSI/TPI 1 1995 SECTION 2. Mar (BO196F- - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. F 4-1-4 -8 24„ 0=�,E 4-1-4 I 5" Typ. W1.5X4 III W .5X4 III Wl.5X4(R) W3X5- W3X3= W1.5X4 III W1.5X4 III W3X3= W3X5 1 4 0 1-0-8 8-1-2 W2X4 III W3X5- W3X3- W1.5X4 III W3X-5- W1.5 X -W1.5X4 111 W3X3= W2X4 III LE 10-11-8 Over 2 Supports R=603 R=603 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d OTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `j11111111fff TC LL 40.0 P S F REF R151--51542 9NATITUT E.RE503 DFEROONOBRIO DRHANDUINE 200, MADISONNDWRRAC53719),PUBORSSAFETY PftACTICES(TRUPRIORATO �.�`TE ��I E Rt SP. ff�4i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``� ��J�rIC•�,iy'''j'� T C D L 10.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `,� C`\ 1 �.•2 ' t� **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 02081098 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7ALPIN E BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 _ p BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN U C LL 0.0 P S F HC-ENG E J R/W PF SPEC IFICAT 101 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 10GA ASTM A653 GR40 GALtl. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS 10 TOT.L D. 5 5.0 P S F S E A N - 31046 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . �( DRAWINGS 160 A-Z.T LEL YTHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES11 AN DSIONAL ENGINEERING '�jGt • ORI�P �� D U R.FAC. 1.0 0 FROM KAAlpine Of'u honeered rUo pI567 ROMPONPNB1F01995NSE CTR ONOR TI pI_AREBUILDINGOM S01 E 7HETRE SPONS[8[LOWTY OF THE BUILOTD S BNGIDESIGNER SEPOR THIS MarLISPACING 24.0" FL ANSI I (BO196F- - F9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 360 PLF at 0.00 to 360 PLF at 10.83 H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. BC From 10 PLF at 0.00 to 10 PLF at 10.96 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER AND FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 1 " Typ W6X6 W2X5 III W6X8= W5X5= W4X4= W5X7= W6X6 W1.5X4(R) 1 4-0 1-0-8 1 E E i 8-1-2 W4X4= W5X7 = W3X3= W3X5= W5S41 W1.5X4(R) W3X3 III IE 10-11-8 Over 2 Supports IR=2028 R=1981 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1--51543 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE t1111111111j PERFORMING THI NST TUT ESEOFUNCTNOFIONSDIO RONI STOTHOERNISEDINDICAWED, TOPICHORDFSHALLFMAVEPPROPERLY ACTI TTACHED ��OR To ,`, E R P.F11''O TC D L 10.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILI N6. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 02081106 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �.// • Cn ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH 1PI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AH.D • No.22839 _ BC LL 0.0 P S F HC-ENG E J R/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF IF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 55.0 P S F S E A N - 31050 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� O U R.FAC. 1.0 0 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •�•��R��P `� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILIIY OF THE BUILDING DESIGNER, PER /�c�,=pENG��.�` FL Certificate of Authorization 8567 ANSI/TPI 1-199, SECTION 2. Mar �2i1j1 0 SPACING SEE ABOVE TOP CHORD 4X2 SP #1 7-sLV'S--TEMm- 42 FLOOR GABLE 1 BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I q CONTINUOUS TO FOUNDATION. ABOUT 24" MAX 24" MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION I I 20 STUD WALL (110 PLF) ROOF SPAN 0" WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF' AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 W::3X4 OR i-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W-3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DURATION, OR 55 PSF AT 1.33 DURATION DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED _ BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT 16" 16" 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION R 2) 2'0" FLOOR LOAD 5O5PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W-3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 777777-7-T / / /'/ �7-7-/77-,4 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS To BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275 ■•WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOOR GABLE INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE FOR SAFETY PRACTICES PRIOR S T❑ PERFORMING THESE F NCTIO00 NS.583 D'ONOFRIO DR,, STE2UNLESSIOTHERWISE I DWI. )ICATED, \� �1 tt11 C DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � Cq� ,DL 5.0 PSF DRWG GBLSY42A0699 ■•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, �'CL 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH No.22839 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE `COTS LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA • STATE O ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �� ( P • ` FAC. 1.00 POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ��i C/•••OR10��• SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE '�// FREDENG`S�ACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR, GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SYMM I CL 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 1=2, MAX 2, : 8'0" STUD WALL ( PLF) I l -�I I! �I 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 OR W=3X4 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING T D TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, I MAX I MAX OR 47 PSF AT 1.33 DURATION h�--►i OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION W=3X4 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS To BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275H --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.4 PSF REF SY42 FLOOR GABLE INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR \ffip SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �\\ ;C DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �■-IMPORTANT--HAVE A RFURNISHLY C AE COPY OF THISRIGID NDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .�`` J. l,DL 5.0 PSF DRWG GBLSY42BO699 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, 1 � VC 3,L 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH _► No.22839 - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OOT LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA - ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER FAC. 1.00 POMPANO BE DRAWINGS OSEAL ON THIS DRAWING ,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ❑ PROFESSIONAL DESIGNSHOWN. TH �'C,•••OSUITABILITY R�Q••• RESPONSIBILITYDOF THE BUILDING DESIGNER,OPERNANSI//TPI 1L1995USECTIONI2.THE !!!Il RED FACING SEE ABOVE PAGE 1 date: 03/26/2002 MANNING BUILDING SUPPLY LOG #: B0196 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: Address : 2440 South Beach Parkway Address : LOT 5 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KA -------------------------------------------------------------------------------- Qtyl Span O.Ht O.H. I Description -------------------------------------------------------------------------------- "" 1 20 ' 2 ' 2 ' Al 5 20 ' 2 ' 2 ' A2 1 20 ' 2 ' 2 ' A3 2PLY 13 3 '4"8 2 ' 0 ' A4 1 1418" 2 ' 2 ' B1 6 14' 8" 0 ' 2 ' B2 1 14' 8" 0 ' 2 ' B3 1 13 ' 4" 2 ' 2 ' C1 2 13 ' 4" 2' 2 ' C2 2 13 ' 4" 2' 0 ' C3 1 21 ' 10118 0 ' 0 ' D1 4 21 ' 10118 0 ' 0 ' D2 2 , 21' 6"8 10 ' 0 ' D3 4 258" 12 2 ' 0 ' U4 1 24' 3"3 2 ' 0 ' D5 1 22' 3"3 2 ' 0 ' D6 1 8 ' 8" 2 ' 2 ' E1 1 818" 2 ' 2 ' E2 2 8 ' 2"8 2' 0 ' E3 1 8 ' 2"8 2 ' 0 ' E4 * 1 8 ' 2118 2 ' 0 ' E5 1 8 ' 21'8 2' 0 ' E6 1 8 ' 2"8 2' 0 ' E7 1 8 ' 2"8 2 ' 0 ' E8 1 25 ' 8" 12 0 ' 0 ' PIGGY 2' SB D4 1 25 ' 8" 12 0 ' 0 ' PIGGY 4' SB D4 1 25 ' 8" 12 0 ' 0 ' PIGGY 6' SB D4 1 25 ' 8" 12 0 ' 0 ' PIGGY 8' SB D5 1 25 ' 8" 12 0 ' 0 ' PIGGY PEAK D6 1 21' 10' 8 0 ' 0 ' PIGGY PEAK D1 + 6 21' 10" 8 0 ' 0 ' PIGGY D2-D3 ** Hardware Roof ** x,17 A HUS26 1-ply Truss Hanger 2 F SUR210 1-ply Truss 45 ' Skew R 3 UL4 MTS12 12" Twist Strap 56 - Trusses 22 - # of Hardware 0 - # of I-Joist mA 12 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 68 - Total Trusses I '~- A 22`2^ 9'G^ ---+---8'q~ --+ RAISED HE C. LL , ' � _ ' o � l B0196 BESTCON ---WAtL EDGER " LOT 5 HIDDEN PARADISE KEVIN RSHWORTH � Ds \ -~ \ ' m � z , m � cr CE ' � � +------13'9^ -----� R� H4 +---'111811 ----� +-------1714~ ---------+~5'8~ `+~-6'L4 5`8^ 22` 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 28 338 358 200 (22) 16d (8) 10d X 1.5 TRUSS C HGUS 28-2 624 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS e► 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 3630 414 155 (22) 16d (6) 10d X 1.5 SYS 42 J SUR/L 410 1860 233 127 (16) 16d (10) 16d SYS 42 K IUT 312 136 120 24!. (14) 10d (2) 10d X 1.5 I-JOIST L IUT 312-2 185 232 90 (16) 16 (6)10d DBL I-JOIST M 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 HU 11 218 227 92 (22) 16d (6)10d X 1.5 1 PLY LVL R HGUS 48 5472 684 583 (36) 16d (24)16 d 2 PLY LVL S HGUS 412 953 1133 478 (56) 16d (36)16 d 2 PLY LVL T HGUS 412 L 851 1064 875 (56)16d (36)16 d 2 PLY LVL U HGUS 412 R 851 1064 875 (56)16d (36) 16 d 2 PLY LVL V NUC 412 610 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 N4 NA 160 (10) 10d (2)10 d 2 PLY TRUSS UL4 MTS 12 NA NA 100 (7)10d EA.SIDE NONE TRUSS ., ULS HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS UL6 MSTA 36 199 213 26) 10d TRUSS UL7 MGT NA NA 420 (22) 10d PLUS UL8 UL8 PHD 5 N4 N 450 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 SUR/SULMSURMSUL SKED NANGERSS° Standardized 45°skewed hangers,angled slats direct nails to allow proper installation. MATERIAL:SUR and SUL-16 gauge;HSUR and HSUL-14 gauge "f FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. •These hangers will normally accommodate a 40°to 50°skew. •Illustration shows lett and right skews SUR/L(SUR=skewed right;SUL=skewed left). •The joist end may be square out or bevel cut. •Web stiffeners required for 1-joist application. Typical SUR I/�B OPTIONS:•Available with the A2 flange turned in on the 2-2x and 4x models only Installation (see illustration). with Square Cut •To order,add°C"(for concealed)to the product name. Joist (HSUR similar) •For example,specify HSURC46,HSULC46,SURC46,or SULC46. 45° CODES:ICBG 5117 and 5357;City of L.A.RR 24947(SUR/Q. Al - Ap^I I a ° AMIN A ° e ° z ° • • O O o ® ® O O !B4\1 • O 0 0 o • /I �45� o •: Typical SUL Installation HSULC with Square Cut Joist Available for 2-2x (HSUL similar) SUL HSUR and 4x models only Dimensions Fasteners Allowable Loads OF/SP Species Header SPF Species Header Joist Model Uplift Uplitt Root Roof Size No. W H g Al A2. Face Joist (133) (16'Oft) Floor Snow Const Floor Snow Const (100) (115) (125) (10D) (115) (125) 2x4 SUR/1-24 1•X18 3y 2 iy 1+/, 4-16d 4-tOdxly 450 450 530 610 665 460 530 575 2x6,8 SUR/1-26 19(6 5 2 1y 19(6 6-16d 6-10dx1y 720 765 800 960 1000 690 795 860 1yx9y,-12 SUR/L210 1% 8Ys 2 1y 1%, 10-16d 10-10dx1y, 1200 1250 1330 1530 1660 1150 1320 1440 1yx10-16 SUR/1-214 1948 1 10 2 1Y8 1/16 12-16d 12-10dx1q 1440 1730 1595 1835 1995 1380 1585 1725 2y,x 9y4-14 SUR/1-310 29(8 815X18 2% 1Y.1 2 14-16d 6-10dx1y 720 765 1860 2140 2330 1610 1785 1785 6 2 x14-20 SUR/1-3142N. 13 2% 1 y 2 18-16d 8-10dx1 y 960 1150 1 2395 2500 2500 1795 1795 1795 Z (2)2x6,8 SUR/1-26-2 334 415(6 23/18 1Y, 233(6 8-16d 4-16dx2y 710 815 1065 1225 1330 920 1005 1005 ow (2)2X6,8 HSUR/1-26-2 3;4 415X18 2Y161 1Y, 23X(8 12-16d 4-16dx2y 715 815 1610 1850 2000 1390 1600 1740 ' 1 2-2x9 -14 SUR/1-210-2 3Ye &X8 2% 1Ya 23/ie 14-16d 6-16dx2y 1065 1275 1860 2140 2330 1610 1850 2010 s 2-2x9 -14 HSUR/L210-2 3Ye 8'X8 2'X18 1y, 2%1 20-16d 6-16dx2y 1070 1285 2680 3080 3350 2320 2670 2900 2-2x14-20 SUR/1-214-2 3Y6 12'X6 211% 1Y 23(6 18-16d 8-16dx2y 1430 1700 2395 2500 1 2500 1795 1795 1795 2-2x14-20 HSUR/1-214-2 3y 12% 21X8 1y, 25(6 26-16d 8-16dx2y 1430 1715 3485 4005 4355 3015 3470 3770 46,8 SUR/1-46 3916 43/ 21X76 1 2%, 8-16d 4-16d 710 815 1065 1225 1330 920 1005 1005 46,8 HSUR/1-46 3916 43/, 21/16 1 2X8 12-16d 4-16d 715 815 1610 1850 2000 1390 1600 1740 — 3 x 9y,-14 SUR/L410 39(8 8y 27,(8 1 2X18 14-16d 6-16d 1065 1275 1860 2140 2330 1610 18501 2010 3 x 9/4-14 HSUR/L410 3%6 8y 2'48 1 23/18 20-16d 6-16d 1070 1285 2680 3080 3350 2320 26701_2900_ O 3 x12 20 SUR/1-414 3X6 12y 21X16 1 23X18 18-16d 8-16d 1420 1700 2395 2500 2500 1795 1795 1795 _ 3 x12 4-20 1 HSUR/L414 3Y. 12y 217(8 1 29f8 26-16d 8-16d 1430 1715 3485 4005 4355 3015 3470 3770 1.Uplift loads have been increased by 33%and 60%for earthquake 2.Roof loads are 125%of floor loads unless limited by other criteria. or wind loading with no further increase allowed;reduce for Floor loads may be adjusted for other load durations according to other load conditions as required by code. the code,provided they do not exceed those in the roof column. 61 " MOUNTFACE Products Fasteners Doug-Flr Larch/So.Pine Spruce-Pine-Fir Min. Allowable Loads Allowable Loads �„ Model Heel HUS26 with Reduced Heel Height No. Height Carrying Carried Uplift -Floor Snow Roof Uplift Flo ar Snow Roof Member Member (133) (100) (115) (125) (133) (100) (115) (125) 31/2 6-16d 4-16d 1135 1265 1455 1580 925 110501 1210 1315 a t HUS26 31/2 1 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 r`} 4W6 14-16d 6-16d 1550 2565 2950 3205 1465 2210 2490 2540 r Min Dimensions Fasteners ' Model No. Heel Ga Carrying Carried "� + (�'`' Height W H B Member Member - SINGLE 2x SIZES LUS24 1 2% 18 1% 3y 13/, 4-1Od 2-1Od LUS26 4X, 1% 4% 13/, 4-1Od 4-10d Typical HUS Installation HUS26 4%, 16 1 1% 5% 3 14-16d 6-16d with Reduced HGUS26 4y 12 1% 5% 5 20-16d 8-16d Heel Height HGUS28 5y 12 1% 7X16 5 36-16d 12-16d LUS28 4%, 18 1356 6% 1 13; 6-10d 1 4-10dam HUS28 6y 16 1% 7 3 22-16d 8-16d (Truss Designer to provide fastener quantity LUS210 4X, 18 1% 713X6 1y,, 8-1Od 4-1Od for connecting multiple members together) HUS210 8% 16 1% 9 3 30-16d 10-16d .Doug fir-LamhAilowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Model Avg No. UIt Uplift!, Uplift' Fluor liauw Roof Uplift' Uplift' Floor Snow Roof Uplift' Uplift' Floor Snow Roof (133) (160) (100) (115) (125) (133) (160) (100) (115) 1 (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 1 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 875 HUS26 10000 1$50' 1` 1 >8585 , 320b 1550 1550 2785 3200 3325 1465 1550 2210 2490 2540 HGUS26 1417811"5�i r 425,; 755;t'2950 :. 1425 1425 3905 3905 3905 14251425 3185 3585 3585 HGUS28 16188 .. 55F,.T7 "5TH, "-! 3 •: 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 11 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 2745 1 LUS210 7750 4i ^= 1010 1165 1380 1590 1725 780 935 1085 1245 1355 fHUS210 18833 300tA ;377 .3920 4(320'F 3000 3000 3585 3745 3850 2320 2780 1 2745 2870 1 2955 Dimensions Fasteners Avg Doug• frLarCb/SouOrem Wrre Spruce-Pine-Fir iUlolrableLLeadE Allowable Loads Model Heel Ga No. Height W H B Carrying Carried Ult llpRftY:Upiltt� aooc,' Smiw Anot Uplift' Uplift' Floor Snow Roof Member Member (133)- .1160)° (100),r 1115).`'(125 (133) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24-2 2316 18 3y 3y 2 4-16d 2-16d 1 5303 5651 565 765 880 1 960 465 555 1 640 7351 800 " LUS26-2 4�8 18 3% 4'/e 2 4-16d 4-16d 6076 .112k0" 1165 ' 1000,`:,11'50':,1250, 925 1115 820 945 1025 HHUS26-2 4316 14 3% 5 3 14-16d 6-16d 14667 :1550 1550 2580 2965,.3225 1395 1550 2165 24901 2710 HGUS26-2 4y 12 3% 5% 4 20-16d 8-16d 14667 2275 2635 3765, 4320 -4695- 1865 2000 3185 3660 3980 z LUS28-2 4% 18 3% 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6y 14 3X6 6% 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 HGUS28-2 5X2 12 3'X, 7X8 4 36-16d 12-16d 25180 2650 2650 6245 7185 78101 2330 1 2650 5335 6070 6150 o LUS210-2 6316 18 3y 9 2 1 8-16d 6-16d 110907 1550 1550 1765' 2030- 221,0 1390 1 1550 1465 1680 1830 HHUS210-2 8% 14 3% 8'/e 3 30-16d 10-16d 1 22167 , 2855 3000 5180 5900' 5900' 2330 2795 4385 4795 4675 HGUS210-2 7y 12 3% 9X6 4 46-16d 16-16d 28333 3415 '3665 7890 8110 8225 2795 3080 6110 6260 6360 TRIPLE 2x SIZES HGUS26-3 4y 12 41%, 4X2 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 HGUS28-3 53/, 12 413/16 7y 4 36-16d 12-16d 25180 2650 2650 6245 7185 7810 2450 1 2650 5335 6135 6665 HGUS210-3 71X8 12 416 9y 4 46-16d 16-16d 28333 3415 3665 7890 8665 8665 2795 3080 6855 7280 7280 HHUS210-3 By 1 14 4% 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2450 2940 4475 5145 5595 p QUADRUPLE 2x SIZES o HHUS210-4 8y 1 14 1 6% 1 81% 1 3 1 30-16d I 10-16d 1221671 28551 34301 5190 1 5900 1 59001 2330 1 2795 4385 1 50401 5480 0P4x SIZES 1.Uplift loads LUS46 4/ 18 3916 4% 2 4-16d 4-16d 60761 1140 1165 1000 1150 12501 925 1115 820 1 945 1025 have been HGUS46 4X, 12 3% 4% 4 20-16d 8-16d 25180 2275 2735 3755 4320 4695 1865 2000 3185 3660 3980 increased 33% HHUS46 4318 14 3% 5y 3 14-16d 6-16d 14667 1550 11550 2580' 2965 3225 1395 1550 2165 2490 2710 and 60%for LUS48 4% 18 3816 6% 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 earthquake or HUS48 6y 14 3316 7 2 6-16d 6-16d 11190 1550 1550 1505 1730 1885 1315 1550 1240 1425 1550 wind loading with no further HHUS48 6J8 14 3% 7 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 increase allowed. HGUS48 5% 12 3% 7X6 4 36-16d 12-16d 25180 2650 2650 6245 7185 7810 2225 2225 5335 6135 6665 Reduce by 33% LUS410 6X, 18 3% 83; 28-16d 6-16d 10906 1550 1550 1785 2030 2210 1390 1550 1465 1680 1830 and 60%for HHUS410 8% 14 33e 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 normal loading HGUS410 71,1, 12 3% 9 4 46-16d 16-16d 28333 3415 3665 7890 8665 8665 2795 3080 6855 7110 7210 as in cantilever HGUS412 9'7X6 12 3% 101,16 4 56-16d 20-16d 27615 3985 4780 9205 9205 9205 3260 3910 7130 7305 7425 construction. HGUS414 11% 12 3% 127% 4 66-16d 22-16d 31235 4555 5000 9745 9745 9745 3725 4470 7295 7500 7635 107 TWIST Twist straps provide a tension connection between two wood embers.They resist uplift at the heel of a truss economically. MTS Installation a, ' ie 3'bend section eliminates interference at the transition s as a Truss-to- P points between wood members. Top Plate Tie ( MATERIAL:LTS-18 gauge;MTS-16 gauge;HTS-14 gauge �o ft7 ISH:Galvanized.Some products available in stainless 15' steel and Z-MAX;see Corrosion-Resistance,page 5. F ' INSTALLATION:Use all specified fasteners.See General Notes. ;r CODES:BOCA, ICBO,SBCCI NER-413(except HTS); 00 Dade Co.FL 99-0713.05(MTS). r' * 0 5 z Fasteners' Doug-Fir-Larch/So Pine Spruce-Pine-Fir LTS1 2 (other 15" Model AvgAllowable Uplift Loads' Allowable Uplift Loads sizes and wy. No. L UI10d 10dx1}2" 10d 10dx1}2" MTS similar) 10d 10dx1y" t# (133/160) (133) (160) (133/160) (133) (160) JS12 12 12-10d 12-10dx1y 2383 775 720 720 665 620 620 : x LTS16 16 12-10d 12-10dx1y 2383 775 720 720 665 620 620 ° S18 18 12-10d 12-10dx1y 2383 775 720 720 665 620 620 rS20 20 12-10d 12-10dx1y 2383 775 720 720 665 620 620 ° r` •; MTS30 it MTS12 12 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 ' MTS30C TS16 16 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 . TS18 18 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 w u•`, TS20 20 14-10d 14-10dxiy 3116 1000 840 1000 860 730 860 , MTS30 30 14-1Od — 3092 995 — — 720 — — TS24C 24 14-1Od 14-10dx1y 3116 1000 840 1000 860 730 860 TS28C 28 14-1Od 14-10dxiy 31161 1000 840 110001 860 730 860 p MTS30C 30 14-1Od 14-10dxiy 31161 1000 840 1000 860 730 860 os` TS16 16 16-10d 16-10dxiy 44301 1260 1005 1150 1085 865 990 r1 • :' TS20 20 20-1Od 24-10dx1y 4430 1450 1450 1450 1245 1245 1245 rS24 24 20-1Od 24-10dx1y 4430 1450 1450 1450 1245 1245 1245 s , HTS28 28 20-1Od 24-10dx1y 4430 1450 1450 1450 1245 1245 1245 Typical ilwmo 30 20-1Od 24-10dx1y 4430 1450 1450 14501 1245 1245 1245 MTS30 ` TS30C 30 20-1Od 24-10dx1 4430 1450 1450 1450 1245 1245 1245 Installation Yz 1.LTS12 thru LTS20,MTS16 through MTS30,HTS24 through 4.AII straps except the MTS30 and HTS30 ,4TS30C(except HTS30)have additional nail holes. have the twist in the center of the strap. istall 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. .Loads have been increased 33%and 60%for earthquake MTS30 Installation or wind loading;no further increase allowed. with joist Rafter HHHEADER HANGERS For fast,accurate installation of door and window headers and other cross member details.HH header hangers can speed up the job, strengthen the frame,and eliminate the need for trimmers. nr TERIAL:16au e. w g g IISH:Galvanized INSTALLATION:Use all specified fasteners.See General Notes. ~► CODES:BOCA, ICBO,SBCCI NER-413;City of L.A. RR 25119; F4vti ° NO Dade Co.FL.00-0926.01. ° y A HH4Milinit, del Fasteners Down Allowable Loads I F W H U g (100) (133) 3 e• Stud Header F1 Fz F3 Fa HH Load Directions ,.� HH4 3Y2 2"/,a 9-16d 4-16d 6697 1195 710 710 1085 T 6 5Yz 5Ye 12-16d 6-16d 6697 1595 110651 1065 11085 s Loads may be increased up to 25°%for short-term loading in accordance with the code. r 2'/i minimum lumber thickness is required to achieve the full load. Typical HH Installation 135 10, (BO196- - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 124 PLF at 0.00 to 124 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 22.16 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.16 W04 8 I— —� 8 6-8-4 W3X3% W3X3� 8-1-2 W4X6= W4X6 L--2-0-0-3J L--2-0-0---J L. 10-0-0 _I_ 10-0-0 J fE 20-0-0 Over Continuous Support R=166 PLF U=73 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--51890 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\t111t1111/I/ INSTITUTE, 583 D'ONOFR ID DR., SO I TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \\\ E P P PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``� ;L�Cq��!w'�'' TC DL 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� r _Y_Y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �4 �'• B C D L 5.0 P S F D R W HCUSR151 02081050 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • 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 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE : STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 42.0 P S F S E A N - 31056 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �Q. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i�i �• (�R��P.•&`li`C D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS IlHlnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER !� �/ D ENG\.�` SPACING S E E ABOVE FLCertiticateofAuthorizatlon#567 ANSI/TPI I-1995 SECTION 2. Mar �2/i�r� (80196- A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x6 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: 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 22.16 BC From 4 PLF at -2.16 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 4.35 BC From 100 PLF at 4.35 to 100 PLF at 15.65 BC From 30 PLF at 15.65 to 30 PLF at 20.00 W5X7= BC From 4 PLF at 20.00 to 4 PLF at 22.16 W1.5X4 III W1.5X4 III 8 r W —18 7-0-7 W2 8-1-2 W3X5(Al) — W3X5= 35 PSF MAX STORAGE ONLY W8X8= W3X5(Al) — L--2-0-0-;;-J L-2-0-0-J L. 10-0-0 I 10-0-0 I rL< 20-0-0 Over 2 Supports R=1356 U=597 W=3.5" R=1356 U=597 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL - 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-51891 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �Illlllllf fff PERFORMING THINST TUT ESEDFONCOTIONSDIG RUNLESSTOTH'E'ERWISEDINDICATEB, TOPICHORDFSHASLR A FHAYEPPROPERLY P' ftHED �� E R P.P 5"' ., TC DL 7.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED qJ'�:Y BC DL 5. PSF DRW HCUSR151 02D$ID49 PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY OFV IATION FROM THIS DESIGN; ANY FAIL L'RE TO C' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 1 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAIIONAL OF SI GN CONNECT OR SSSO ON SPECIFIC IIAREPM ADESOFD2 OGABY TASTMMERI A653 AGR4 OREST G ALVAN OSTEE PEREX CEPTIASINOTED AND TAPPL YACONNEL P IN ECTORS TO STATE OF; TOT.L D 4 2.0 P S F S E Q N - 31059 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 '/�G1��(ORiV�`�` D U R.FAC 1 2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY ANO USE OF THIS / /�� FL CeI'[1I-1IC2Ce Of uthoriz39on�567 COMPONENT)FOOR ANSE PARTTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar,�Cf7 C� ENG.%�``�� SPACING SEE ABOVE (B0196- - A3 2PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required EEEEE� � BOT CHORD 2x10 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 8" o.c. --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at -2.16 to 54 PLF at 22.16 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS SC From 4 PLF at -2.16 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 20.00 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC From 4 PLF at 20.00 to 4 PLF at 22.16 THE BOTTOM CHORD ONLY. BC 3642 LB Conc. Load at 3.52 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND W 0 4= TCDL=3.5 PSF, WIND BCDL=2.5 PSF. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. W3X8 8 � 8 7-0-7 W4X6= W4X6= -A, 8-1-2 W6X8 III W3X8= W6X8 III 3642# �2-0-0-;;;-J L-2-0-0-J 10-0-0 I 10-0-0 J 20-0-0 Over 2 Supports j R=3997 U=1759 W=3.5" R=1566 U=690 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �11111111N/// TC L L 20.0 P S F R E F R151-51892 (INSTITUTE BRAC ING. REFER E583 D'ONOBFRIO DR. SOITE 200DLING �A MAD ISONLLING ND WBR AC 53719),PU FOR SADF ETY PRABY TP ICTICES(TRPR IO RSS A TO VAS 1'�ERP �://�i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED T C D L 7.D P S F DATE 03122102 \ 't1�jG4 �i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID EliLING. **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 02081051 PRODUCTS, INC, SHALL NOT BE ftESPONS[BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �. 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 NDS (NATIONAL DESIGN : STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE /� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAt.V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .�- `\ TOT.L D. 4 2.0 P S F S EON N - 31165 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IOCAT EO ON THIS DESIGN, POSITION CONNE GTORS PERQ.• y` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ..OR.�i'� \\ D U R.FAC 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I� �. Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mdr 2C///A/j,D{111SPACING SEE ABOVE FLCcrtificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. (80196- - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.87 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. Wl.5X4 III 8 F- T T 2-3-15 2-7-7 8-1-2 W1.5X4 III R=80 U=180 WH4(A1) EFi L--2-0-0---J 0 1 s 1140 8 Over 2 Supports I R=324 U=180 W=3.5" PLT TYP. Wave TPI 05 Design Criteria: TPI STD 19.5d FL 3 - R - Scale =.375''/Ft- -WARNING— .375'' Ft.—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-51893 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE OiNo. PERFORMING TNESEDFONCTIONSIO ORUNLESSTOTH�RWISEDISON, WI 37INDICATED, TOPICHORDFSHALLFETY HAVEPRACTICES PROPERLY ARTOR TOACHED E R P.F ''� TC DL 7.0 PSF DATE 03/22/02 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 � :I BC DL 5.0 PSF DRW HCUSR151 02081107 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ((e-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 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 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 42.0 P S F S E A N - 31061 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 /j�G1";<OR10P't� ��` OUR.FAC. 1 .25 FR0M KA �p�Hau ee City,FF Lr 33844 L1C. RESPONSIBCOMPONENTTIFORYANYYLELY FOR PARTICCULAREBUILDING ISUSS THETDESIGN REESPONSIBILLIT'Y OF THE BUILDINGN. THE ITY AND DESIGNNER, PER THIS G,/ ��,�ENG�t`````�� FLCer(ificateofAu[horization#567 ANSI�TPI 1-1995 sEGrtoN z. Mdrj//// z- `��%' SPACING 24.0" i (80196- - 131) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 0.10" DUE TO DEAD LOAD. TC From 54 PLF at -2.16 to 54 PLF at 0.29 TC From 124 PLF at 0.29 to 124 PLF at 14.38 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at 14.38 to 54 PLF at 16.83 BC From 4 PLF at -2.16 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 30 PLF at 0.00 to 30 PLF at 14.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 14.67 to 4 PLF at 16.83 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. W5X5(R) III DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS, W3X3 zi W3X5 W3X5 g r T2 T3 W 3 X 3 + W6X6= 8 4-10-15 W1.5X4 III W1.5X4 III + _J 5 + 5t W3X5� W3X5 + + +8-1-2 W 3 X 8 W 3 X 8 LI-1-2-0-0---J L--2-b-0--->j fF 7-4-0– �E 7-4-0 ,1 14-8-0 Over 2 Supports –1 R=1230 U=651 W=3.5" R=1230 U=651 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T(, L L 20.0 P S F R E F R 1 5 1--51894 IINSTITUTE.REFER 583 D?ONOBFRIO DRHANDUITE 200, MAD NG INSTALL I N SONNOWBR AC 53719),PUB ORSSAFE TY PR ABY TPI CT ICE SUSS PRI OR PLATE TO it 0'"'ttER P�P/// ILL H AVE So "'IMPORTANT*BELFUR NO]SHOA SCCo OPYDOFH THDISHDE SI GNPTOP THEY DI NST TO ALL ATIDO NDGC ONTR Ait I No C TOR.PALDPINE YE NGINEER DD ;tO�A./j— TC DL 7'O PSF DATE b3J22Jb2 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 5.0 PSF DRW HCUSR151 02081061 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 22839 ; BC LL 10.0 P S F HC-ENG M N M J W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN — = SPECIFICATIDN 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. 4 2.0 P S F S E Q N - 31065 EACH FACE Gf 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 .��`C••F�Op10P•`y/� O U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RES PON SIB TLOT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS ` S p A C I N G S E E ABOVE Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8011-01 NG DESIGNER, PER 1 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Mar 1-[f � ��Itp (80196- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04 8 F- 8 5-3-2 W5X7 (R) III —J 5 5 1-- 8-1-2 WH4(A1) l�--- W2X4(A1) L-2-0-0--;;J 7-4-0E 7-4-0 fE 14-8-0 Over 2 Supports R=605 U=240 W=3.5" R=748 U=391 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d 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 R 1 5 1--51895 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE \\tilllll[tt/ INSTITUTE, 583 D' TO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO \r``.�E R P, t�' PERFORMING THESE FUNCTI ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED } F/ ��j T C D L 7.0 PSF DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ot �1 C'7j.. �**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � �'• BC DL 5.0 PSF DRW HCUSR151 02081063 PRODUCTSINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISOF IGN; ANV FAILURE TO BUILD THE TRUSSES INCONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDNo.22839 B C L L 1 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, ASSOCIATION) PT AS NOTED. APPLY CONNECTORS TO ♦ TOT.L D 42.0 P S F S E Q N - 31067 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•p�('t• ��OR�ot) D U R FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS Mar r'2'�/�%/�J SPACING 2 4.0" I4allleS laity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER !I v/F D FL CertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. fill% \ 1 A 1 1 I I -, . 1 (80196- - B3) 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 NGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x10 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 16.83 BC From 30 PLF at 0.00 to 30 PLF at 14.67 BC From 4 PLF at 14.67 to 4 PLF at 16.83 BC 338 LB Conc. Load at 3.52 W4X4 8 8 5-3-2 8-1-2 W4X6= W4X6 = W3X6 III L-2-0-0—J 7-4-0 I 7-4-0 _I 14-8-0 Over 2 Supports R=865 U=458 W=3.5" R=826 U=437 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--51896 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \%%stilllf/// INSTITUTE 583 PERFORMING THES EDFUNCTIONS. UNLESSTOE THERWISEDINDNCAIED. TOPICHORBFSHALLFHAVEPPROPERLY ARTTACHED \,A\\` ER P. FjA'�-'�i, T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `Q� s It/(*+'•�-f /i/ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� '4j••� i BC DL 5.0 PSF DRW HCOSR151 02081064 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND No.22839 n B C L L 10 0 PSF 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 CONNECTORS ARE MADE OF 20GA ASTM A653 GR GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ^+„ TOT.L D. 42.0 P S F S E Q N - 31161 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /jGt' �L ORtOP• �� D U R.FAC. 1.2 5 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS //,/�.n+�` • �� ``\� I'Ieine City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��` ••DEN \\\� SPACING SEE ABOVE FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. Mar r tp (B0196- Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 0.09" DUE TO DEAD LOAD. TC From 54 PLF at -2.16 to 54 PLF at 0.00 TC From 124 PLF at 0.00 to 124 PLF at 13.33 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at 13.33 to 54 PLF at 15.50 BC From 4 PLF at -2.16 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 30 PLF at 0.00 to 30 PLF at 13.33 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 13.33 to 4 PLF at 15.50 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W04(R) III W3X5 i W3X5 8 1— T2 T3 W3X3 W3X3% + W6X6= + 8 4-5-9 5 + W1.5X4 III W1.5X4 III 5 +L— WH5� + 8 1 2 + W3X5 W3X8 W 3 X 8 L--2 0 0- J 2-0 0---J fE 6-8-0 +E 6-8-0 13-4-0 Over 2 Supports R=1147 U=607 W=3.5" R=1147 U=607 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 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--51897 INSTITUTE, FER 583 DOONOBRIO DR., SLING UITE 200, MAO INSTALLINGANDBRACING),53719) F OR FFOR S SADBY TPI FETTY PRACTICESSS PRIOR ATE TO ��` ER P.�,P'�p, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,��`P �5;�;• �i�,��j, TC DL 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� ` C4 **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 02081069 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO • S BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND / No.22839 ___ B C L L 1 0.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN : STATE OF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �1�...ZZT�" TOT.L D. 42.0 P S F S E A N - 31070 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 /1•�C ` DRAWINGS 1FBI60 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'j��V" �OERIO�:'& ��` DUR.FAC 1.25 FROM ICA FL CC121F1C8[iC O� oducts,Inc. ity,FlOed ti 33844{ ('' COMPONENT F01995NSE PARTICULAR RES DNS LITY SOLEL FOR E BUILDING IS ISO THE TREESPONSIBILLIITY OF THE BUILDINGN. THE SUITAB DESIGNER,T AND U PER THIS Mar',2� FA�{D ENG``````` SPACING SEE ABOVE ANSI L (80196- C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 8 � g 4-9-13 145X7(R) III _J 5 5 1 +8-1-2 W2X4(A1) W2X4(A1) L-2-0-0--3;---J L-2-0-0--j 6-8-0 �E 6-8-0 J 13-4-0 Over 2 Supports R=681 U=365 W=3.5" R=681 U=365 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T(, L L 20.0 P S F R E F R151-51898 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\\\1ii11111", INSTITUTE. 583 D'ONOFft IO DR., SUITE 200, MADIE ISON. WI 53719), FOR SAFETY PRACTICES PR OR TO `��\ R p �I�i STRUPER DTURRM I NG T H ESE AL PA FUBOTT OMSCHOR DUNITE SPA LH HAY ES A PROP ERLYATEOF D ATT AC"E DORIDGI DSH AC LIE IN GLL HAVE. ATTACHED `�� Q, 'trC�/A_O' TC D L 7.0 P S F DATE 03122102 —IMPORTANT" FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED rl �'�YY22 BG DL 5,0 PSF DRW HCU$R15I 02081070 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 PIN ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NDS (NATIONAL OF SI GN = CO NN ECT OR SSPEC I ATI AR EON PMADE UB SO F020GAT ASTMMA6 I AGRd ORG AL V AN DTEEP PA EREXCEPTIASI NOTEOND TAPPLY ACONN ECTORS TO • STATE OF. TOT.LD. 4 2.0 PSF S E 0 N - 31072 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R FROM KA DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'moi C ,C ORIDt�•Ly'4�. D U R.FAC. 1.25 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS c ` TIaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r ��/; D� \\�� SPACING 2 4.0" FLCertifiicateofAudiOrization#567 ANSI/TPI 1-1995 SECTION 2. 1 �1i\\ (B0196- - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W4X4= 8 � —1s 4-9-13 1450(R) III 5 5 L— 8-1-2 W2X4(Al) W2X4(A1) L-2-0-0---;;-J IF 6-8-0 �E 6-8-0 J fE 13-4-0 Over 2 Supports J R=693 U=385 W=3.5" R=547 U=228 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. '*WARNING** ES (HANDLING 12NSTALLINGEME CARE IN AAND BRACIING)MANPUBLISHEDHBYPTPI 1N(TRUSSING AND PLATE TC LL 20.0 PSF REF R151--51899 INSTITUTE, 593 0 NOFR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `\\00111111,111111",E R p 5* PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``�t�V t��•/w-I� T C D L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q `_ F -VA **IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED q),�2 B C D L 5.0 P S F D R W HCUSR151 02081071 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM I 15 DESIGN; ANY FAILURE TO EDILD 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 WIT H TN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF Z' Z CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E A N - 31074 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC ATfD ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •i��C• ';(ORIDP ti�� D U R.FAC. 1.2 5 FROM IC A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��j� �9` `� Haines City,FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER EN \ FL Certificate ofAuthoriZation#567 ANSI/TPI 1-1995 SECTION 2. Mar ip�l 1111\\\\ SPACING 24.0" (BO196- Dl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 124 PLF at 0.00 to 124 PLF at 21.88 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BC From 30 PLF at 0.00 to 30 PLF at 21.88 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 8 F— 8-0-0 10-0-0 W3X3% W3X3 10-1-2 W3X8� + + W5X5= 6 W3X8 8 1 2 W 3 X B 410 4-3-8 14-11-10 17-7-0 _1_ _6-1.0-14 r 1' 21-10-8 Over 2 Supports R=60 PLF U=45 PLF W=4-0-0 R=169 PLF U=71 PLF W=17-7-0 Note: All Plates Are W1,5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.3125" Ft. xBRA CNGNG*REFERR TOSHIBR 90UIR(HANDLRI NO INSTALLINGAAND BRAC51NG)H AN PUBrLISHEDHBYP TP I IN(TRUSSIPL TEO %1111111111/ TC LL 20.0 PSF REF R151--51900 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �.� ��RP, 1,i' TC DL 7.0 PSF DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • �/ STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� '1Cq;AL1, "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : BC DL 5.0 PSF DRW OCUSR151 02081075 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 1 0.0 P S F N C-ENG M N M/W P F ALPINE BRACING OF TR USSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN - 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 - 31079 CONNECTORS ARE MADE OF 20GA ASTM A113 G140 GALLA. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EAC 1i FACE OF TRUSS, AND UNLESS OTRERW[SE LOC ATEO ON THIS DESIGN, POSITION CONNECTORS PER �� •• �. P •�` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j��j� ORI �� D U�NG 1.25 F ROM VC A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS M a r ,2� �{ EEN�1 `` S P S E F ABOVE HemeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER G G �` FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 111111 (B0196- D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.28 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W6, W7 2x4 SP #2 N: WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.07" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W 0 4= W3X5= W1.5X4 III HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W3X5 i CATALOG FOR PROPER APPLICATIONS. (A) 8 r-- 8-0-0 10-0-0 W3X8% W6 10-1-2 W3X5- W3X8= W3X3 145X7 —1 6 8-1-2 W3X6(A6R) I� 14-5-5 _1_ 7-5-3 _I f 4-3-8 f 17-7-0 fE 21-10-8 Over 2 Supports J R=931 U=264 W=3.5" R=906 U=425 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-51901 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `�111/111111///j INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �` C // PERE RM NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `��`, S: F'.4 !A/,+ TC DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOT CHORD SHALL HAVE A Pft OP ERLY ATTACHED RIGID CEILING. `� ( F -V_Y *'IMPORTANT*A FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'� BC DL 5.0 P S F D R W IICUSR151 02081077 PRODUCTS, INC. SHALL NOT BE RESP ONSIBLF FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME 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 A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L CONN EC TOR SSPECIFICATION Aft EPMADESOF D20GATHE ASTM AMERICA GR40FOREST GALV ANSDTEE�ERE%CEPTASSOCIATION) NOTEpAND TAPPLYALPINE CONNEC IORS TO � STATE OF; TOT.L D 4 2.0 P S F S E A N - 3 1 0 8 8 EACH FACE OF TRUSS, AND UNLESS 0TMERWI SE LOCAT ED ON THIS DESIGN. POSITION CONNECTORS PER :{ppp:... DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i9�(j' FC OR10P ,(�_`�� 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 �//(/�, tic �r 1'L Cel'IlI(C$tC OfAuthorizagion#567 ANS[/TPI TIF 01995II SECTRONCZ LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar /L cj' �E;�6��`�� SPACING 24.0" 'I 'I I I (80196- - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.28 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W6, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04= W3X5= W1.5X4 III HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. nI NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5�i (A) 8 F— 8-0-0 10-0-0 W6 W3x8% 10-1-2 W3X5= W3X8= W3X3 W5X7: J 6 8-1-2 W3X6(A6R) I-4� 4-3-8 17-5-0 14-5-5 J, 7-3-3 J � T I !� 21-8-8 Over 2 Supports R=924 U=262 W=3.5" R=899 U=425 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3Z-/-/R/- Scale =.3125" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R151--51902 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IT (TRUSS PLATE Wlti 11lllf►ff�fr INSTITUTE, 563 D'ONOFRIO DR., SOI TE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO ER P., lzz- T C D L 7.O P S F DATE03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL I{AVE PROPERLY ATTACHED t w. STRUC7 URAL PANELS, BOTTOM CHORD SHALL HAVE A PROPf RLI ATTACHED RIGID CEILSNG, til C••��YA��i� "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 'Qj'.v i BC DL 5.0 P S F D R W HCUSRISI 02081078 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ (n BU17D THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO : No.22839 B C L L 1 O.O PSF H C-E N G M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFOft MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIDN) 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 O N - 31095 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 IN 'j�� 'aC ORIOP ��+ D U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE 0 F THIS Ft,Lr/:FfaintZ City, Fl, IOr3384nN 567 ANS I ONENTI f 0995N SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER Mar��2s'tF ENG"�`� SPACING 24.0" (B0196- D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :62 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF, CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.11" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X7= W1.5X4 III W3X5 = NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W6X8(R) \\\ W (A) 7-8-7 8 1- 9-8-7 W1.5X4 III W7 (A) 10 1-2 W5X14 B2 W5X5= W3X8= W1.5 4 III —� 6 �8-1-2 W3X6(A6R) 1�-2-0-0::J I� 14-0-0 _I, _11-8-12 _f ( 4-3-8 T 21-5-4 fF – 25-8-12 Over 2 Supports '1 R=1211 U=434 W=3.5" R=1062 U=428 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.25" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--51903 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP[ (TRUSS PLATE O- No.22839 lttt1tf/!!INSTIPERE 0TUTE. 5NO TH83 D'ONOFRIO DH., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICESPRORTOR f7STRUCTURALPANEtSFRMI ESUBOTTOMCTI NSCHORDESHgOLHHAVEERW S" PROPLREX ATTAACHEDORDGI0 CEILINGSH LIF A PR OP Eft LY ATTACHED iCW SAA',' TG DL 7.O PSF DATE Q3 22/ 2 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �.Y:v gC DL 5,0 PSF DRW HCUSR151 D2DB1D79 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THISDESIGNANYFAI TORE TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 10.0 PSF HC-ENG MNM/WPF ALPINEBRACING OF TRUSSES. THISDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TAI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i TOT.LD.. 4 2.0 P S F S E Q N - 31123 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� ••• F DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �fi(g1 t OR%..• 1 ,41 D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS MarL�/S/ri tNG`r_ SPACING 24.0" Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING OFSIGNER, PER �E FLCertlll.,eofAuthorization N567 ANSI/TPI 1 1995 SECTION 2. / (BO196- - D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :82 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE, 0.10" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 W5X7= W3X5= W1.5X4 III FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W6X8(R) LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W (B) (B) 8 f— W7 7-8-7 9-8-7 W1.5X4 III (A) --ak 10-I-2 W5X14 B2 W5X5= W3X5 = W3X3 —j 6 8-1-2 W3X6(A6R) 1,2-0-0>J IF 14-0-0 _►, 10-3-3 J 4-3-8 T 19-11-11 LE 24-3-3 Over 2 Supports j R=1150 U=415 W=3.5" R=1001 U=414 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.25"/Ft- -WARNING— .25" Ft.—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--51904 BRACING, INST I TOT F, 583 DFER O RIB ONOFRiO DR(HANDLING SUI TE HAD ISO N' WE IR AC 53719).PO I OR SAD E BY PRA I CESSS PRIOR TO &22839 tRtP`;� , PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i�icq/w ' TC DL 7.O PSF DATE o3/22fo2 STRUCTURAL PANELS. BOTTOM CHORDSHALLHAYEA PROPERLY ATTACHED RIGID CEILINGr—IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'. BC DL 5.0 PSF DRW HCOSR151 02081082 PROOUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY TAILORSTOBUILD THE TRUSSES IN CONFORMANCEWITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLINGAND = BC LL 10.0 PSF HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLICA8IF 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 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E Q N - 31125 EACH FACE OF TRUSS, AND ONLE SS OTHERWISE LOC AT EO ON THIS DESIGN, POS(LION CONNECTORS PER F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r��(V1'•�;CORIOP , �_ OUR.FAC. 1.25 FROM ICA Alpine Engineered Products,Inc. RESPONS18IL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, HE SUITABILITY AND USE OF THIS Mar�G[/ NG�� ` SPACING 24.0" Haines City,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAuthoiigation#567 ANSI/TPI 1-1895 SECTION 2. Q �� (B0196- - D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :62 2x4 SP #1 Dense: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W5 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.09" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 W5X7= W1.5X4 III FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S W6X8(R) \0 PRODUCT CATALOG FOR PROPER APPLICATIONS. (B) W 7-8-7 8 x- 9-8-7 W1.5X4 III (A) 10-1-2 B2 W5X5= W3X3 W5X14 J 6 8-1-2 W3X6(A6R) 1:�2-0-0.1 �F 14-0-0 _�, 8-3-3 _I r 4-3-8 T 17-11-11 22-3-3 Over 2 Supports J R=1067 U=396 W=3.5" R=916 U=407 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `111111111►/ T C L L 2 D.D P S F R E F R151-51905 INSTITUTE 58FER 3 583 DOONOPRIO DRNANDLING UI TE 200THLLING MA 53719 WBR AC 53719),PUBLISHED SAFETY PRACTICESSS PRIOR TO ,��``1��E R P.F'�,, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • .•�i�;C•��ItAj///j T C D L 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� • q�.-y **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 02081084 PRODUCTS, INC. SHALL NOT BE RESPONS IBIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO L BUILD THE TRUSSES IN CONFORMANCE NITH 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 : STATE OF SPECIFICATION PUBLISHED 8Y THE AMERICAN To 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. 4 2.0 P S F S E O N - 31127 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •'• •C •�- ORA INGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '��ir L ORIOP r�� D U R.FAC. 1.25 FROM KA Alpine En ineered Products,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OE THIS / E FI.Certificate City,Uil, 3844 SGCO 7 ANS 17TPITI F O R995N SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF SIGNER. PER M a r/2� ��r%1D n►a``��``� S PACING 24.0" (80196- - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.29 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 124 PLF at 0.29 to 124 PLF at 8.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 8.67 to 54 PLF at 10.83 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -2.16 to 4 PLF at 0.00 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 30 PLF at 0.00 to 30 PLF at 8.67 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 8,67 to 4 PLF at 10.83 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS, W4X4 HS412 W3X3 8 (— W3X3 W3X3 W3X3 + + 8 2-10-15 �8-1-2 W3X8 W3X8% 1-2-0-0---J L-2-0-0-J 4-4-0 4-4-0 4-4-0 4-4-0 8-8-0 Over Continuous Support R=179 PLF U=95 PLF W=8-8-0 PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES RED IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--51906 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,` N�IE t�l ll�/r�I INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �` � T C D L 7.0 PSF DATE 03/22/02 PERFDRMING THESE FUNCTIONS. ONCESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED F �STRUCTURAL PANELS, BOTTOM CHOAD SHALL HAVE A PflOPffl LY ATTACHED RIGID CEILING. +**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED tf �' BC DL 5.0 PSF DRW HCUSR151 02081087 PRODUCTS, INC. SHALL NOT BE RESPONSIBIF FOR ANY DEVIATION FROMTHIS DESIGN; ANYFAILURE TO BUILDTHE TRUSSES IN CONFORMANCC WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND o.22839 BC LL 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL ICAO LE 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 DALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S EON - 31136 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THiS DESIGN, POSITION f,ONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r�jG1••FC ORI r •``~ D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,Inc RESPONSIBILITY SOLELY FOR THE TRUSS GOMPONE NT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS F1,Certificate Of llLO,ZRgp#567 ANS17TPIT1FO995N SE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar��Z2/ ENG��`� SPACING SEE ABOVE (80196- E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W04 8 8 3 3-2 W5X7 (R) III —I 6 6 L_ 8-1-2 W2X4(A1) W2X4(A1) L-2-0-O---J L---2-0-0—J 4-4-0 4-4-0 4-4-0 4-4-0 —8-8-0 Over 2 Supports R=485 U=331 W=3.5" R=485 U=331 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACE ITUTE,REFER DOONOBR IO OIANDLINI 20ETAMADISOANDW BRACING). ,PUBLISHEOR DE BY TP I TY PRACTICES TRUSS I PLATE �,a%. R p�F�,�� TC LL 20.0 PSF R E F R151--51907 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� T C D L 7.0 P S F DATE 03122102 ti STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C,q **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED "l �� B C D L 5.0 P S F D R W HCUSR151 02081088 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URF TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO No.22839 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C B C L L 10.0 P S F H C-E N G M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� STATE OF • – T 0 T.L D 42.0 P S F S E Q N - 31138 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 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEftIN6 � C/��'c�09.IQP�• �� D U R�AC �24 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR OSS f.OMPONENT DESIGN SHOWN. THE SUITABILITY ANDUSEOF THISM a r 2 qj \\ SPA " Hamas City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF I" BUILDING NOT PER FL Certificate ofAuthorimtion#567 ANSI/TPI 1-1995 SECTION 2. \�tt1 (80196- E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W4X4 —ls 8 F- 3-3-2 W5X7 (R) Ill 0-5-10 -J6 6L_ 8-3-10 W2X4(A1) 8-1-2 W2X4(Al) L-2-0-0--3;;-J 4-4-0 }E 3-10-8 4-4-0 i 3-10-8 ---8-2-8 Over 2 Supports— —� R=488 U=358 W=3.5" R=322 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. zBRA CNG. xREFERRUSSES TO HIBR 91 (HANDLING INSTALLCARE IINGAND BRACING)N. HANDLING, AN PUBrLISHED BYP TPI IN(TRUSSIPGAT ED \\\ // TC LL 20.0 PSF REF R151--51908 INST I TOTE, 5B3 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �O `-(ER P.,c''!,, T C D L 7.O P S F DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED % Q. I �/ STRUCT Ufl AL PANELS, BOTTOM CHORD SHALL HAVE A PROP LRLY ATTACHED RIGID CEILING. , �.�I�IC,q•ti,L��i` '*IMP ORT ANT*` FURNISH A CUPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� ` ��: B C p L 5,0 P S F D R W HCUSR151 02081 089 PRODUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILORE TO _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 1 0.0 P S F HC-ENG M N M/W P F A L P I N E BRACING Of TRUSSES. THIS DESIGN CONE ORMS 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.LD. 42.0 P S F S E Q N - 31140 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PUSI710N CONNECTORS PER •P DRAWINGS I60 A-Z.TEL YTHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ri (\j� COR10P'at� �` DUR.FAC. 1.25 FROM ICA AlpineCIlaulg Cty,dF�L 3384n#1561 COMPONENTT1FOOR ANSECTIOICULAROR EBOIUDINGOIS THEONEN TREESPONSIBILLITY OF THE BUILDINGIDESIGHER,TY AND PER THIS Mar � DEG\%��` SPACING 24.0° FL ANSI/TPI (80196- - E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 12.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L1240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5= W .5X4 III W3X3 U LJ 4-4-7 4-1-15 W6X6 � 6 6L- 8-3-10 8-1-2 W1.5X4 III W1.5X4 III L-;;�-2-0-0—J 4-4-0 3-10-8 LE 8-2-8 Over 2 Supports R=475 U=369 W=3.5" R=331 U=202 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 - R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `\\11�E111�I /' T C L L 20.0 P S F R E F R 1 5 1--5 1 9 0 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C� INSTITUTE, 583 D'ONOfRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��```�E R P. /��i T C D L 7.0 PSF F DAT E 0 3/2 2/O 2 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPE RL ATTACHED • •• F/ ��j STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� I�I L'•••y �� _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� '•� BC DL 5.0 PSF DRW HCUSR151 02D61091 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 = BC LL 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 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 O N - 31157 EACH FACE BF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. TME SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ';(ORIOP �� D U R.FAC. 1.25 FROM I<A A1Pinc Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �' � � IT3IIICS Clh',FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (� E{• Fl,Certificate Of/�llYIIOIIZBIIOn�$()7 ANSI/TPI 11995 SECTION z. Mar 2L��%/ D"\\\\\`` SPACING 24.0" (BO196- - E5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 13.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W1 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5= W1.5X4 III W3X3 W1 5-8-7 5 5 15 W6X6= _J 6 6 L- 8-3-10 W1.5X4 III 8 1 2 W1.5X4 III L-2-0-0-3-J 4-4-0 3-10-8 �- —8-2-8 Over 2 Supports —� R=475 U=391 W=3.5" R=331 U=222 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0 0 P S F R E F R151--51910 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE *.- No.22839 `%J111111111, INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), EOR SAFETY PRACTICES PRIOR TO ER P �.,,� T C D L 7.0 P S F DATE 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •• All PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A't tFl(±••,"✓,/ �I—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDBC pL 5,O PSF DRW HCUSR151 D2DB1U92 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOBUILD THE TRUSSESIN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINGAND = BC LL100 PSF H C-ENG MNM/WPF 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 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 - 31155 EACN FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS UESIGN, POSITION CONNECTORS PER • `� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF IF ENGINEERING '�jC••;°�pR10P• �' D U R.FAC. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,,. City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar � DENG�ASPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. /ip Ott (80196- E6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.13 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :Wl 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L1240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S SUR210 FILL ALL NAIL HOLES. NOTE: W3X5= W1.5X4 III W3X3 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1 7-0-7 6-9-15 W6X6 6 6 L— W1.5X4 III 8-3-10 8-1-2 W1.5X4 III L-2-0-O--j 4-4-0 3-10-8 —�8-2-8 Over 2 Supports R=331 U=247 R=475 U=420 W=3,5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft, —WARNING— E.REFERRTOSES HIBR91 (HANDLINGECARE IN INSTALLINGAAND BRACIING)NANPUBNLISHEDHBYPTPI INSTALLING PLATEAND \\111,1111►/ TC LL 20.0 PSF REF R151--51911 PERFORMING THESEDFUNCOTTONSIO ORUNLESSTOTHERW[SEDINDNCAWED, TOPS3719HORDFOHASAfEBYEPPROPE CIL ACES TTACHED �`OR TO ��\,�SRP'P%`'INST TUT �., TC DL 7.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ``� l�fp,�•'L2 _IMP 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 02081094 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l/_Y�t� No.22839 = B C L L 1 0.0 PSF HC-ENG M N M/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP FIE CA PROVISIONS OF NDS (NATIONAL DESIGN = SPECIE IC PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO '� T 0 T.L D. 42.0 P S F S E A N - 31153 EACH FACENO 1 OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIE SS DESIGN. POSITION CONNECTORS PERDRAW I �� •.Q'�� Alpine Engineered Products,Inc. RESP ONS IBI600 S- YT FORSTHE EA OR US SI C0ME0 ONI DES DRAWING I N OSIGNTSHOWN�EPTATHE SOITABILITYOAND USEIOFERHNS � C�•�COR'O •� �`` DUR.FAC. 1.25 FROM KA ITIIIRCS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a r 2�L' �C p�NG\��` FLCertiieeteotAU111or178tion#567 ANSI/TPI 1-1995 SECTION 2. I Ittl\\ SPACING 24'0" (80196- E7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 16.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X5= W1.5X4 III W3X3 HANGER= SIMPSON'S SUR210 u Li FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES,REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8-4-7 (A) 8 1 15 W6X6 � 6 6L— gk 8-3-10 8-1-2 W1.5X4 III W1.5X4 III —2-0-0--:i-j 4-4-0 3-10-8 8-2-8 Over 2 Supports R=475 U=456 W=3.5" R=331 U=279 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. **WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND glllllll/ff/ T C L L 20.0 P S F R E F R151--51912 BRACING. REFER TO HIB 91 (HANDLING INSTALL IN6 AND BR ACINGJ, PUBLISHED BY TPI (TRUSS PLATE �� // INSTITUTE. 583 D'ONOFRIO DR., SU1TE 200, MADISON, WI 53719), f00. SAFETY PRACTICES PRIOR ?0 t PERE ERUCTtIRRMI AG PANELS THESE FUBOTT OM SCHORO ESH AOL HH A4 ESA PROPERLYDAT TAOCHEOP COR IDGID ACLIF EIL[NG_PR RAO ATTACHED ;� �.•� C��I`''/�' T C D L 7.0 P S F DATE 0 3/2 2/6 2 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q F BC DL 5.0 P S F D R W HCUSR151 02081095 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO L BUILD THE TRUSSES IN CONFORMANCE NI TN TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANU No.22839 ; __ g C L L 10.0 P$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 AriD PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EX CE PI AS NOTED. APPLY CONNECTORS TO T O T.L D. 42.0 P S F S E Q N - 31151 EACN FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e�� F P • ; DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j/'�i��ORIO. '�t�, QDUR.FAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF TN[S / ( G� FL Certificate OfAUIIIOr1Z90n#567 ANSI(TPIT F1995NSECTIOONC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 2CJ/r4 11111" `` SPACING 2A .0" (80196- - E8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 17.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #2 N :Wl 2x4 SP #1 Dense: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :W3, W4 2x4 SP #3: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S SUR210 W3X5 = W1.5X4 III W3X3 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3 Wl 9-8-7 1 (A) (A) 1 9-5-15 W4 W6X6 J 6 6 1-- 8-3-10 A�, 8-1-2 W2X4 III W2X4 III L-2-0-0-ii-J 4-4-0 3-10-8 R=475 U=498 W=3.5" L-E� -8-2-8 Over 2 Supports R=331 U=315 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-51913 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `` �tE R p�F �// INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO \\\\ PERFORM ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •t ,t-/ TC DL 7.0 P S F DATE 03122102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q� • � "YA ' **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� (.�` J".-[/ BC DL 5.0 PSF DRW HCUSR151 02081097 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO V <C,-. ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO BRACING OF TRUSSES. THIS DEESIGN CONFORMS WITH APPLICABLE PR OVIS[ONS OF NDS (NATIONAL DESIGN . No.22839 ; = B C L L 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • = TOT.L D. 4 2.0 P S F S E A N - 31159 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4C GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO 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 'j��V"" F�ORIOP ��` D U R.FAC. 1.25 F ROM KA Alpine Engineered Products,LIC. RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHOWN. HE SUITABLE ITY AND USE OF THIS // Hames City,FL 33 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ' �� p ENG\\\.� SPACING 2 4.0 PLCer[i.CateofAuthonzation#567 ANs1/TPI 11995 Sec TI 0 N 2. Mar °` (80196- - PIGGY 2-SB D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. 8 F— W4X4= W1.5X4 III W1.5X4 III 1-2-8 17 11 1 , 17-9-9 W2X4(A1) = 141.5X4 III 141.5X4 III W1.5X4 III o 9-8-12 I fE 11-8-12 Over 2 Supports R=26 U=180 W=3.5" R=85 PLF U=48 PLF W=11-0-3 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale *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 1t��u�Nf// TC LL 20.0 PSF R E F R151-51914 INSTITUTE, 583 D'ONOFRIO DR., SUIESSTE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .````'`E R P, /A/Y,/-�/ FUN CTION PERIT *S IMPORTANT**NELF URN S. OI SHO ASC OP YDOFHTOH ISHDESIGNPTOPTHEY ATTACHED Ri INSTALLATION IOONGC ONTR ACTOR.PALOPI NEIENGINEERED `��`,```_ •il9lC;; •[� i TC DL 7.0 PSF DATE 03/22/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i (n BC DL 5.0 P S F D R W HCUSR151 02081099 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o.22839 BC LL 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •• STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E O N - 31106 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �••F P • ' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rj��►�•• OR%Q• • �� D U R FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESi GN SHOWN. THE SUITABILITY AND USE OF THIS �� (� L FI [f�ines i uthori 3844#567 ANS 1ONENT1 FOR ANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar 2�� gRE�EN�``�`�`� SPACING 24.0" (BO196- - PIGGY 4'SB D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.13 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= W1.5X4 III W1.5X4 III 8 T 2-6-8 A�,-17-9-9 17-11-1 W2X4(Al) = 141.5X4 III W1.5X4 III W1.5X4 III o4 1— 3-3-7 _1_ 7-8-12 _I LE 11-8-12 Over 2 Supports J R=90 PLF U=56 PLF W=11-0-3 R=-30 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. *BRACR NGNG*REFE RR TOSES HI BR REQUIRE EXTAND LI NGE CARE INSTALLINGA AND BR ACING)H HANDLING, ISHEDH BVP TPI INSTALLING PLATE \dt�ttlltlpi TC LL 20.0 PSF REF R151--51915 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �.�``�E R p, N,,� STRUCOTUR AG PA NEL STTHE E UB OTT OM NCTIONSCH OR SH ALOL HERSE VESA PR OP ERLYDATTAC H CHO DI GIDACEILING,LL HAV PROPERLY ATTACHED il Q. • Cq SAA � TC DL 7.0 P S F DATE 03122102 ERF"IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE ]NSTAII ATIDN CONTRACTOR. ALPINE ENGINCERED F rY B C D L 5.0 P S F D R W HCUSR151 02081100 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU[LD THE TRUSSES IN CONFORMANCE W[TH 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 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO 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 A N - 31102 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��• P 107 DRAWINGS 160 A Z. THE SEAL ON THIS DRAM ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING (1j• '��ORI ••O �� D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,InC. RE SPON SIB IL IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �I/,//�t��`�` •�G �' FLCertificateofAuthorizattiion#567 ANSIOTPNT1F1995NSECTIONC2 AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar CC��/j� D1,\\`\`` SPACING 24.0" (B0196- PIGGY 6-SB D4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2,5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4- W1.5X4 III W1.5X4 III sF— 3-10-8 17-11-1 +17 9 9 W2X4(Al) = 141.5X4 III W1.5X4 III W1.5X4 III 0-8-91 5-3-7 _1 5-8-12 _1 E� 11-8-12 Over 2 Supports R=-166 U=180 W=3.5" R=103 PLF U=71 PLF W=11-0-3 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL - 3 R - Scale =.375" Ft. **RAC ING*WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TE X11111111111, T C L L 20.0 P S F R E F R151--51916 IN ST ITUT E, 583 583 D FER DNOFR9HJB1 DAHAND�I�E 20DTAMADISDNNDWBR AC53�19),PUBF ORSSAPEBTY IRAOROR ATO �t0 - P_R P I'11, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED • 'i�••�iL,'j�� TC DL 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED U �r�• BC DL 5.O PSF DRW HCUSR151 02081101 PRODUCTS, INC. SHALL N0T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ o.22839 = B C L L 1 0.0 PSF HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMfRSCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF • – T 0 T.L D. 42.0 P S F S E A N - 31104 CONNECTORS ARE MADE OF by ASTM A653 GR40 GALV. STEEL, EZ CEPT AS NOTED. APPLY CONNECTORS TO i EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��••'�C04. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFN, THE S U1 PROFESSIONAL ENGINEERING Imo'C,(�� • `� . D U R.FAC. 1.2 5 FROM K A CCI-(II1CAlpine aC fAFL U1�I0 [10IIneered '#I$(7 ROMPONENT1�OR 1995NOSEPARTICULARTHE BUILDING USS IIS THETDESIGN REESPONSIBILIITY OF THE BUILDINGTAB IT IT YDESIGNER. PER THIS . Mdl' 2'C�"•.(� �j,Et�G` ` SPACING 24.0�� FL ANSI TP2. (60196- PIGGY 8-SB D5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= W1.5X4 III s E— W1.5X4 III 5-2-8 17 11 1 17-9-9 /011111111111A W2X4(A1) W1.5X4 III W1.5X4 III W1.5X4 III D_e-� 7-3-7 I 2-3-3 _I —10-3-3 Over 2 Supports J R= 32 U=180 W=3.5" R=91 PLF U=65 PLF W=9-6-10 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R151-51917 IINSTIT UTE,BRACING RE 583 DFER OHIS 9ONOFR IO DR(HANDLING UIS STE 200, MADE I�G�NDWBR ACINII53719),PUFOR SSADF SAFETY PRACTICE S(TRBY THEUPRIOR SS ATO ��t�R(p�� PER ST RU OCRU0.AG PANELSFUHOTT OMSCHORDESH AOLLH HAV ES A P ROPERLYD ATTACHED DI GS DACE ILING,LL HAVE PROPERLY PAR HEO �` G {i��q� + TC DL 7.0 PSF DATE 0 3/2 2/0 2 **IMPORTANT" FUR"ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTE ACT OR. ALP;NE ENGINEERED � r Y� B C D L 5.0 P S F D R W HCU$R151 02081102 PRODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . �_ BUILD 7HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND No.22839 = B C LL 1 0.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL CESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FORE S7 AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CGNNECTORS TO T 0 T.L D. 42.0 P S F S E A N - 31119 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE St6N. POSITION CONNECTORS PER ^ ••• DRAWINGS 160 A-Z. THE SEAL ON THIS IRA WI N6 INDICATES ACCEPTANCE 11 PROFESSIONAL ENGIN EERiNG r��C ••L ORI • �� D U R.FAC. 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPG NENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS �/� Up,c • Hames City FL 33844 COMPONEENTIFOR99ANSECTIOICULAR BUILDING 15 HE RESPONSIBILITY OF 7HE BUILDING DESIGNER, PFR M a r ��I�?�••DE�q```� S P A CIN G 2 4.0" FL Certificate of Authorization#567 (60196- - PIGGY PEAK D6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W1.5X4 III 8 W1 .5X4 III 5-4 10 17 11 1 _-,1-17-9-9 W2X4(Al) W1.5X4 III W1.5X4 III F� 8-3-3 Over 2 Supports— —� R=93 PLF U=70 PLF W=7-6-10 R=-29 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale *BRACNGNO*REFERRTO HIBES 91 (HANDLEXTREME INSTALLINGE IN AANDCBRAOCING)HANPUBiLISHED BYPTPI IN(TRUISLSING PLATEAND \\�ltititl/ff TC LL 20.0 PSF REF R151--51918 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `\\\\\�;E R P.�f' ,,� _IMP S STRUCTURAL ANELF. BOTTOM CHORDOF HALL THIS DESIGN TOP THEYIOATTACHEDD RIGCONCEILINR.PALOPINE YENGI NEERDO ````�\ C`�iL;C%Q�A1,s T C D L 7.0 P S F DATE 03122102 * F ;pY. _ BC DL 5.0 PSF DRW HCUSRISI o2oBIIo3 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 BRACSPECJING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN CONNECT ORSCATIAR EPMADESOFD20G ABY T AST MM A653 AGR40RGAL VEST ANDS TEEPEREX CEPTIASAT INO TEDND TAPPL YAC ONNEL PIN ECTOftS TO ; STATE OF T 0 T.L D. 4 2.0 P S F S E Q N - 31129 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��• P' DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING � (1j��OR�� /�� D U R.FAC 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND OSE OF THIS Maines Cit}',FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Mar II 111%t\\\\\ SPACING 24.0" (BO196- - PIGGY PEAK D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.44 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= �44 8 W3X5 2 6-12 18-2-10 18-1-2 W5X5(E1) W2X4(A1) = .5X4 III 0 8 3-3-13 _I_ 2-10-8 �-- 6-10-14 Over 2 Supports R=-29 U=180 W=3.5" R=95 PLF U=55 PLF W=6-2-5 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING TE REFER 5 83 DOONOBRBO D(HANDLING 200TAMADNSONNDWBRACING19),PUBORSSADFETY PRI (TRUPRIPLAOR TO `�� %%J1""1111" � T G L L 20.0 PSF REF R151-51919 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� ERPF �'' TC DL 7.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,�� I�I C••• •'�j'�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��'••_ BC pL 5,0 PSF DRW HCUSR151 02081104 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DFVIATI0N FROM THIS DESIGN; ANY FAILURE TO p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 U G L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF 7CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • T 0 T.L D. 42.0 P S F S EON - 31085 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 �'j ^�•';c qR�o?: •�� D U R.FAC. 1.25 FR0M KA Alpine Engineered Products,lnC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILITV AND USE OF THIS V .` ,,L\v FI Certificate lf1CnH[C Off�UtIlOI1Z8g0#5(J COMPONEENTI FO R995NSE CTION CZLAR BUILDING IS THE RESPONSIBILITY OF THE BOIL DING DESIGNER, PER M a r��C�2i �"G`"`` SPACING 24.0" (BO196- - PIGGY D2-D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.61 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4 8 r-- -I B 2-10-15 W1.5X4 III ul 18-1-2 18-2-10 W2X4(Al) - W1.5X4 III 141.5X4 III 0 8 91 3-10-2 I 2-10-8 I —7-5-3 Over 2 Supports—� R=-58 U=180 W=3.5" R=98 PLF U=60 PLF W=6-8-10 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BNSTITUTE,RACT RE5U3 DFER OONOB- O(HANDLING 200?AMADNSONNDWBRAC53719),PUBORSSADF EY TP B Y PR ACTI(TRUPRIORATO , ptlllllltl►�� T C LL 20.0 P S F R E F R151-51920 PERFOES RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� ,` E R P.�/ �. T C D L 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��` IAIC•••ti �� _IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C4;.1, B C D L 5.0 P S F D R W HCUSR151 02081105 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL.0 RE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND No.22839 _= B C L L 1 0.0 P S F H C-ENG M N M/W P F BRACING Of TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PR OYI SIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF; TOT.1-0. 4 2.0 P S F S E O N - 31090 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 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i FG••�;<ORIOQ':•�•��- �� D U R.FAC. 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS F � ,r,� Haines Ci ILL! �/ C tY. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER FLCertiticateofAuthorization4569 ANs✓TPI 1-199s secTloN z. Mar �i�iii t�p�t��, SPACING 24.0" ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L"' BRACE • (1) 2X4 '7." BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 '1." BRACE • (2) 2X6 "'L" BRACE •• GABLE VERTICAL NO SPACING SPECIES E BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP H GROUP A GROUP B r k �v �GRAD 2 3' 7" 6' 3" 6' 5" 7 4 7 7 8' 9" 9 0 11' 7•' 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: SPF #3 3' 6" 5' 5" 5' 5" 7 2 7 2 8' 9" 8' 9" 11" 1'" 11' 1 13' 9" 13' 9" GROUP A: HF TUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9"' 8' 11" 1'" 11' 1"" 13' 9"' 13' 9" SPRUCE-PINE-FIR HEM-FIR W STANDARD 3' 6 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' 11" 12 11 1 2 STANDARD 2 STUD S1 3' 11 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 3 sruD 3 STANDARD S P #2 3' 10" 6' 3" 1 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" d I #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE di CU DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 1 STUD 3 STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" QL� STANDARD 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" S P F #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" HF STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13" 3" 13' 3"' 14' 0" 14' 0" GROUP B: W Q STANDARD 4' CC 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" 1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR sP #2 4' 5" 7" 1" 7' 8" 8' 5" 9' i•• 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 !l BTR QO #3 4' 3" 6' 9" 6" 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" -I DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" 1 1 2 4' 7" 7' 10" 6' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 z d S P F #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14 0" H L� STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11' 1"' 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" �+ Q 1' STANDARD 4' 5" 6' 7" 6' 7" 8• 6" 8' 8" 11' 1" 11' 1•' 13' 5" 13. 51• 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: �y 1 5' 0" 7' 10" 8' 5" 9' 3" 10. 0" 11. 1" 11' 11" 14' 0" 14' 0" 14' 0" 14. 0" �i s #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11. B" 14' 0" 14' 0" 14' 0" 14' 0"' PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' 8" 6' 8" 8' 10" 8' 10" 11' 1" 11' 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" AB UTj(K OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. GABLE TRUSS ATTACH EACH "L" BRACE WITH 10d NAILS. T- T 2X4 #2N OR BETTER 'k FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: I I + IN 18" END ZONES AND 4" Q_C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18" 1< **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L I + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT „L„ -{I- "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740 BRACE # ** MEMBER LENGTH. AT EACH END. MAX WEB roraL LENGTH Is 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD r OR #3, SPF #1/#2, H-F #2 18•• * VERTICAL LENGTHMNOSPLUICVERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + LESS THAN 4' 0"IN TABLE ABOVE. ABRACE; SINGLE OR J- 1 GREATER THAN 4' 0 BDOUBLE CUT (AS SHOWN) LESS THAN 11' 'GREATER 'THAN 11' 6" AT UPPER END. CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10015E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, L111 !/// REF ASCE7-98-GAB12015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 111 / BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR �'( P-•�/ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �� .• / �j DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� '•. DRWG A12015EC0901 --IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE to 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIr OR FABRICATING, • No.22839 -ENG ; HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH STATE OF APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF • ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �j FC••j°COpIOP� POMPANO BEACH,FLORIDA DRAWINGS O A-Z. THE SEAL ON THIS ACCEPTANCEOF SUITABILITY AND PUOSE IBIL THIS OLELYCOMPONENTRHETRUSSGOR ANY D PARTICULAR COMPNENTBDESI NG IS THE STHENAL // •grRED RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 i•IdP 22 1`, MAX. SPACING 24.0 2X6 GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES 2X4 T'" MEMBER ABOUT + FOR LET—IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING 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 / +�REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + i 1F GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM 'T." 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 'ti" BRACE, GROUP A, OBTAINED FROM THE GABLE VERTICAL + r28 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH 4 SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "I'" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % IBI 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 % 100 MPH 2x4 10 % 10 % 30 FT 2x6 40 % 40 % + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 %15 FT 2x6 20 % 40 % RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) l6d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7. 20 AND BOTTOM CHORD. 15 FT 2x6 10 % 30 % GUN DRIVEN NAILS — 0.131" X 3": 80 MPH 2x4 20 % 10 7. REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 % 20 % OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % GABLETOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 % 20 % TRUSS,", SPACED AT A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 30 FT 2x6 1 10 4" O.C. A11030ENO699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A1303OECO901, A1203OECO901, A1103OECO901, A1003OECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S1103OENO699, S10030ENO699, S09030ENO699, S08030ENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6" 7" 4 TOENAILS MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 +� WARNINGI- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, \1111 Ilt 11�1j INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \\,� —F/ REF LET—IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR `\\�\\� A. ♦ DATE 10/24/01 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, P -Y i TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� '♦ HAVE A PROPERLY ATTACHED RIGID CEILING. •qT�� 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 — .No22839 pESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH %• STATE OF - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF i��\•••F( P.i X TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS ANDUNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��,.C/ 0�.��.•• POMPANO BEACH,FLORIDA ENGINRAWIEE IN,G RESPON]BILI AY S❑ILELY ISFORA HIE GTRUSINICATESS COMPONENT P DESIGNO SHOWN�ESTHONAL ''4FREDENG`.\�UR. FAC. ANY SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Mar 22 Tf1•III III11011\ 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 NARROW FACE OR 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 SITE 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 2X6 2 ROWS 2x6 2-2X4(*) SCAB BRACING: 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ■*WARNING*■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB .SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 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, \\\\\'�E ,F� C DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL \\\P, ,j HAVE A PROPERLY ATTACHED RIGID CEILING. \�� DL PSF DRWG BRCLBSUB0699 ■IMPORTANT*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ' '�j�• ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, '8C i L PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH N0.22839 APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF �OT_' LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ~ ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �� (�f •��QR�p, . FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ij RESPONSIBILI TYDOFSTHOFBUILDING COMPONENT DESIGNER,OPER ANY PARTICULAR 11-1995 BUILDINGISTHE ''i FREDENG `PACING PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: NOTE: TOP CHORDS OF TRUSSES SUPPORTIvi, MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, CAP TRUSSES MUST BE ADEQUATLY BRACED BY Shr— CATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF OR PURLINS, PROVIDE DIAGONAL BRACING OR OTHER J 1, EXP C, WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF, SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS, )ETAIL A FIAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"0`) NAILS. 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. '-�SPI FLAT IT(,''BRACING/A 'L R PER ENGINEER'S LEI EEAIED DESIGN DETAIL B FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"X'3") NAILS AND 4' 2 4' SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY) x� 2' ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' FLAT TC BRACI�NG PER ENGINEER'S SEALED DESIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH 3X6 TRULOX PLATES (EACH FACE) AT EACH END AND AT 1/3 POINTS, DETAIL C CIRCLED NUMBER INDICATES REQUIRED NUMBER OF 0.120" X 1.375" NAILS PER FACE. SEE DRAWING 16OTL FOR TRULOX INFORMATION. FLAT TOP CHORD <= 30' INLIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED, SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS An WITH (4) 0,120" X 0.375" NAILS MINIMUM EACH FACE. 41 \m --(4) 8d COMMON NAILS (0.131'12.5") 'A' , , , /" 8" X 8" X 1/2" RATED SHEATHING GUSSETS (EACH FLAT TC BRACING PER ENGINEER'S FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACWITH (8) 8d COMMON NAILS PER GUSSET, (4) INH AP BC AND (4) IN BASE TRUSS FLAT TC, THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 *WWARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING REFER TO (HANDLING AND ), PUBLIt no, TC LL PSF REF PIGGYBACK BY TPI (TRUSSAND PLATE BRACING,INSTITUTE, 583HIE-91 D'ONEIFRIO DR, SUITEINSTALLING MA200, DISON,BRACING WL 53719) FORISHED SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, C DL PSF DATE 04/04/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANTxv FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DL PSF DRWG PIGBACKA0401 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS z DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIj OR FABRICATING, No.22839 Bq LL PSF -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH -- APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE y STATE OF ."N FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA TWLD, MAX 60 PSF 'In GALV STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF' 14FRWISL LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ot� .0Rl R. jq U�l -0 UR FAC, 1A5 lot, nN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ZRE CI Df 00 -nQ ANY PARTICULAR BUILDING IS THE Har 22 SPACING 24,0 —'l/TPI 1-1995 SECTION 2. TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL HOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. H 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF WIND TC DL=5 PSF, WIND BC DL=5 PSF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART A E E A E E WEB LENGTH REQUIRED BRACING A E E E A E E 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TO�40RD�MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB EITHER PLATE MEMBER. ATTACH WITH 16d NAILS AT 4" OC. OPTIONAL /�� C LOCATION IS SPLICE B B ACCEPTABLE B C *PIGGYBACK SPECIAL PLATE D-SPLICE BC ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF 2' C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH TYP, B (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY l�- tC PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND B SPACE 4' OC OR LESS. - —�---�C B C 0 B C—TYP. 00 o 0 0 0 - 0 0 0 0 0 2„ A C o 0 0 0 0 12 * C 00 o 0 0 0 0 12 _ MAX 8 1/4„ "ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 INSTALLING ANDR BRACINGD REFER TO EHIB-91 HANDLING IINSTALLINGN AND BRACING),PUBLISHEDMAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR �I1 114 SAFETY PRACTICES TOPCHORD SHALL PRIOR TO PROPERLLYOATTACHED E UNLESS STRUCTURAL PA ELSAND BOTTOMS INDICATED, ` CHORD SHALL S �' '''�� 55 PSF AT DATE 06/25/99 HAVE A PROPERLY ATTACHED RIGID CEILING. • ,q• 2�=1.33 DUR. FAC. DRWG PIGBACKBO699 ■•IMPORTANT•+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE I'• ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y 50 PSF AT ALPINE HANDLINGNSHIPPINGGEINSSTALLI GIl ILDTANDTBRACINGRUSSESIOFCTTRUSSESONFORMANCEDESIGNWITHTCONFORMS WITHTING, No.22839 —ENG DLJ/KAR APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE f.25 DUR. FAC. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA • STATE OF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ` 47 PSF AT 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 IIF PROFESSIONAL i� (•1OR�Q 1.15 DUR. FAC. RESPONSIBILITY OUSE OFTHIS HIUILDING COMPONENT FOR ANY ANSI/TPI U11 AR BUILDING SECTION S2 THE THE �°�,`��'FRE6"* PACING 24.0" s PAGE 1 ,pate: 03/25/2002 MANNING BUILDING SUPPLY LOG # : B0196A TRUSS DIVISION JOB #: JACKSONVILLE Wl ,alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: !PrAddress : 2440 South Beach Parkway Address : LOT 5 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KA -------------------------------------------------------------------------------- PIP Leftl Right l Qtyl Span l O.H. O.H. Description -------------------------------------------------------------------------------- " 1 11 ' 11" 2 ' 2 ' F1 4 11 ' 11" 2 ' 0 ' F2 1 11' 7" 8 2' 0 ' F3 1 11' 7" 8 2' 0 ' F4 1 11' 7"8 0 ' 0 ' F5 1 16' 7"8 2' 0 ' G1 1 16' 3"8 2 ' 0 ' G2 1 16' 3"8 2 ' 0 ' G3 1 16 ' 3"8 2' 0 ' G4 1 14 ' 10" 13 2 ' 0 ' G5 f* 1 12' 10" 13 2' 0 ' G6 1 11' 3" 8 2' 0 ' G7 1 11' 3"8 2' 0 ' H1 1 11 ' 3"8 2 ' 0 ' H2 6 1' 2 ' 0 ' 1 ' CJ 3L 3R 6 3 ' 2' 0 ' 3 ' CJ 3L 3R 4 5 ' 2' 0 ' 5 ' CJ 2NC 1L 1R 5 7 ' 2' 0 ' 7 ' EJ NC 2 710112 2' 9" 15 0 5 ' HJ D45 1 9110" 1 2' 9" 15 0' 7 ' HJ D45 ** Hardware Roof ** 6 A IHUS26 1-ply Truss Hanger -------------------------------------------------------------------------------- P 17 - Trusses 6 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 24 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 41 - Total Trusses In I 9*G"3 -------------- i JI Jr .1 C" N IL U U- B0196 BESTCON LOT 5 HIDDEN PARADISE KEVIN ASHWORTH 4*7"5 C0 co / . - -A IL 3'r 3-ja 28*3" - , ""�'A e�� (BO196A- - FI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 120 MPH WIND, 19.04 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SID #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.16 to 54 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 124 PLF at 0.00 to 124 PLF at 11.92 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 11.92 to 54 PLF at 14.08 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -2.16 to 4 PLF at 0.00 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 30 PLF at 0.00 to 30 PLF at 11.92 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 11.92 to 4 PLF at 14.08 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS, BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4(R) III W3X5 W3X5 8 f— W3X3 WH3 + W6X6 8 3-11-15 + W1.5X4 III W 1 .5 X4 m 5 + 143X5W3X5--- + +17-7-0 W3X8 1�� W3X8 L--2-0-O—J L-2-0-0--J 5-11-8 5-11-8 5-11-8 5-11-8 11-11-0 Over 2 Supports R=1038 U=550 W=3.5" R=1038 U=550 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/-/R/- Scale =.375" Ft. **WARN INC— TRUSSES R EQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --52183 B RACING- REFER TO HIO-91 (HAND LI NG INSTALLING AND BRACIN') PUBLISHED BY TP I (TRUSS PLATE T C L L 20.0 PSF REF R151 INSTITUTE, 5 D'1)NOFRIO D R. SUITE 200 MADISON, S D W 53719), 16,, FOR SAFETY E I Y PRACTICES PRIOR OR TO R P '11, PE RFORM 83 U S SS I I I B BPE Ly 'P -*,. TC DL 7.0 PSF DATE 03/22/02 1 NG TH E F NCTION �L THER� SE DNI�ATED. T" CHOR ALL HA V E PR R ATTACHED I .. STRUCTURAL PANEL SFU BOTTOM CHURDESHALL H A VE A PROPERLY ATTOPHED RIGSH C E IL G. 191, �4, C ID IN C47;.1, - **IMPORTANT** FUR A COPY OOY Of THIS DESIGN N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S BC DL 5.0 PSF D R W HCUSR151 02081111 P N 1) C Y I S ES PRODUCTS, INC. SHALL NOT RESPONSIBLE FOR ANY DEVIATION FROM THE DESIGN; ANY FAILURE TO U IN HFORM HCE WITH TPI; FABRICATING, HANDLING, : BC ILL 10.0 PSF HC-ENG MNM/WPF BUILD THE E TRUSSES CONFORMANCE O A SIGN I OR FABR G, NG SHIPPING, INSTALLING AND N - ALPINE BRACING OF TRUSSES. THIS OF CONFORMSWITHAPPLICABLEPROVISIONSOF NDS (NATIONAL DESIGN No.22839 =AH S E I CATION,PUBLISHE THE AMERICAN FORGSTVANDTPAP ASEOCIATI ON L AND TP 1. AL I E STATE OF 31201 CON O C I D By ER YAC 0 N Q- TOT NNECTORS AR MAD OF 20GA ASIR A653 GR40 GALVANE S EEL, EXC PT AS NOTED. APPIL C N ECTORS TO LD. 42.0 PSF SEQN EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN,CPOSTT ION CONNECTORS PER .-*407 DRAWINGS 1 A I E SEAL 0 S DRAWING I D A7ES ACCEP7A _E 0 PROFESSIONAL ENGINEERING 'Dv�•I . IC 0911 ... DUR.FAC. 1.25 FROM KA Alpine Engineered Proaducts,Inc. 8 60 1 N IHI 0 0 E EN G OW UI IL Y H L) RESPONSE ILITY SOLELY F OR H E I R U SS C MP N NT D SI N SH N THE S TAB IT AND USE OF THIS I 'I FL 33W COMPONENT ED R A R 1 0 1 G I SOI I H E E S PON S B TY OF THE B 01 LOING 0 ES IGN E R, PER M �D %% 1 1 PARTICULA BU L M R I ILI a r SPACING SAEAB�OVEJ Hatnes(-tXy ANS /TPI -1995NSECTION 2. FLCertificateof utlionzation#567_ i000 7w w (BO196A- - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.22 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 8 4-4-2 W5X7(R) lil 5 51 17-7-0 W2X4(A1) le– W2X4(A1) L--,--2-0-O—J 5-11-8 E 5-11-8 5-11-8 5-11-8 11-11-0 Over 2 Supports R=635 0=425 W=3.5" R=486 U=245 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/-/R/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R151--52184 BRACING, REFER T?,HIB-91 G(HANDLING INSTALLINGBANDWORACING) 1) (TRUSS PLATE INSTI E, I '�)'PUBLJSHE By TPI TO NOFRIO R. SU TE 200 MAD F T PRIOR To SR P 583 D S T I I S 1 537 FOR SA H Y AC ICES TC DL 7.0 PSF DATE 03/22/02 ORMT S. �L DN'ATED. TOP CHORD SHALL AVEPRPRAOTPERL Y ATTACHED PERT NG THE S E FUNCTION U E S 0 HER SE PNOPIC C I P B L Cw STRU I AL ' LS, OTTOM CHORD HAL HAVE A R FREY ATTACHED RIGID CEILING. ORT S THE ;�e.. BC DL 5.0 PSF **IMPORTANT**��IE FURNISH ISH A COPY Y OF THIS IS DESIGN ON T 0 E INSTALLATION I AT I ON CO NTRACTOR. AI ENGINEERED DRW HCUSR151 02081112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR A N Y DEVIATION FROM M THE 5 DESIGN; ANY FAILURE I U R F TO — G NO S MI , IP G� B 10.0 PSF HC-ENG MNM/WPF BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, MANGLING, INSTALLING A No.22839 BC LL THIS SIGN R 1 6 SH PIN 9. BRACING Of TRUSSES. BE CONFORMS WITH APPLICABLE L PROVISIONS OF NDS (NATIONAL DESIGN ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. At P I NE • STATE OF ASTM A653 GR GALV. Z-' TOT.LD. 42.0 PSF S E O N - 31203 CONNECTORS CTORS AR MADE OF OGA EXCEPT AS NOTED APPLY CONNECTORS TO 2 STEEL - CH B E OTHERWISE LOCATED i S N POSITION C ONN E C EA FACE F TRUSS, AND UN HERW CAT ON THIS BE IT TORS PER L B SIG 10 FROM KA 1 16 _Z UNLESS Q SE I S 0 N DRAWINGS 0 A . THE SEAL ON THIS DRAWING INDICATE ACCEPTANCE PROFESSIONAL ENGINEERING ...... DUR.FAC. 1.25 Alpin�aEngneewd Pmducts,ItIC. RESPONSIBIL.11'Y SOLEL y FOR THEBTRUSS COMPONEENT DESIGN,SHOWN. THE SUTFABILITY AND US E C F T FF S D m N N IN I ESPONS BILL OF THE BU LDING DESIGNER, PER COMPO ENT F R A Y ARTICUTAR UILD G Is H R Mar SPACING 24.0' ANSI/TPI 1-1995 SE TI 0 N 2. 41 FL CertiftcateCoiftXyuthLori3z3aM#567 1 (BO196A- F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W4X4= W3X3 CATALOG FOR PROPER APPLICATIONS. -1 7— J- LJ W 1.5 X 4 8 F- 5-8-7 5-8-7 +17-7-0 143X8 141.5X4 III W2X4(Al) L----2-0-0---IJ 1— '7 LE 11-7-8 Over 2 Supports R=636 U=368 W=3.5" R=461 U=304 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/-/R/- Scale =.375" Ft. —WARNIN TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND B RACING'G�RE F ER TO HIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151--52185 INSTITUTE, 583 O'ONOFR 0 OR., SUITE 200,."A T PRACTICES PRIOR R P IN HE ON UN FS 0 H R SEO NDI TOP CH SH LL HAV PROP R Y ATTACHED -00� 7.0 PSF DATE 03/22/02 M RAPANELS,S ' S E . .....)611...A"FE YE L TC DL PERFOR 6 1 E FUNCT[I S. LSU I "'�ATED, STRUCTU L BOTT * ON Coo RD SHALL HAVEAPROPERLYINSTALLATION ATTACLHEDIRNIGIE)NCEILING, C4 —IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE NSTAL AT 0 CONTRACTOR, ALPINE ENGINEERED ';� PRODUCTS, INC. SHALL NOT BE E R E SP 0 N SI OLE FOR R ANY DEVIATION FROM THIS DESIGN; ANY F ALL U R E TO BC DL 5.0 PSF DRW HCUSR151 02081113 BUILD I TRUSSES IN CONFORMANCE WITH TPI OR F AB RICA VING, HANDLING, SHIPPING, H I PP I NG. INSTALLING NSTAIEIWG AND -ENG MNM/WPF ALPINE HE I SIGN IT PROVISIONS BRACING F TRUSSES. IN D CONFORMS WITH APPLICABLE PH S NS OF NO (NATIONAL DESIGN No.22839 BC LL 10 O.0 PSF HC 0 S E C M P V 10 5 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) OCIATION) AND TPI. 1. ALPINE STATE OF TOT.LD. 42.0 PSF S CONNECTORS AN MADE OF 20GA AST A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO E Q N 3117 LA FACE F TRUSS, AN UNLESS 0 HERW SE LOCATED ON THISDESIGN, OS 111 0 ONN C OR PER C' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUR.FAC 1.2 5 FIOM KA City FL 33844 COMPONENT FOR ANY PARTICULAR ARTICU AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 ANSI/TPI 1-1995 SECTION 2. SPACING 2�4O E EACH 0 R D I 1 POSITION N C E TCO S P Alpin�.Engneered Products,in DRAWINGS NGS 16 0 A Z. THE SEAL 0 N THIS DRAWING INDICATES ACCEPTANCE 0 F P ROFESSIONAL ENGINEER NG I uthorization#567 M ;lls' (BO196A- - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 120 MPH WIND, 20.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X5 W1.5X4 III NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 7-10-7 7-0 7 E31 17-7-0 W3X5 W3X3 W2X4(Al) =—4 L----2-0-O—J 10-0-0 J-1-7-8 11-7-8 Over 2 Supports R=636 U=334 W=3.5" R=461 U=336 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 DA., INSTALLING PUBLISHED TP (TRUSS PLATE Votilill listj,% TC LL 20.0 PSF REF R151-52186 E. TE 200 MADISON, " . FOR SA I I R P. OT D NOFRIO A. 1 537 SAFETY PRACTI ES PRIOR TO % .0%0 583 FUNCTIONS.S. I HER I SE INDICATED, N IC HAVE 0 1. .�+'-, T C D L 7.0 PSF DATE 03/22/02 PERFORMING THESE F F UNLESS ES 0 ON'ATEO, TOP CHORD SHALL AV PROPERLY ATTACHED A R RIG CEILING, STRUCTURAL PANELS, a OTTOM CHORD S HA L HAVE PROPERLY ERLY ATTACHED ED A16 I;. **IMPORTANT** FURNISH A COPY o Y 0 THISLHAE SI GN To TME I NSTALLAT I NTRACTOR ALPINE ENGINEERED BC DL 5.0 PSF —DIRW ficUSR151 02081114 PFD y H FROM CONTRACTOR.DESIGN; ANY FAILURE U R F TO PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN HEV FR M THIS DES HC-ENG MNM/WPF BUILD THE TRUSSES IN Co N FOR M ANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING NSTA'L ING All) o.22839 BC LL 1 0.0 PSF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE I CABLE PR 01 S N SOF NDS (NATIONAL DESIGN S,GN I C I BLISHED By S P 0, - STATE OF =AFACE . LPINE ALPINE IBE AMERCCAN FOREST A%DPPAPfR IVTIIO) NO T I A SPEC VI AT ON PU I XA S OC A 0% 31174 CONNECTORS ARE M ADE OF 20GA ASTM A6 5 3 GR40 GALV. STEEL E CEPT AS TED APPLY CONNECTORS TO zF TOT LD. 42.0 PSF SEON H C D E S D ST N EACH FA E TR SS. AND ONE OTHERWISE LOCATED ON THIS E G P'UITI ON CONNECTORS PER FROM KA F U S ' OS DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE CE P TANCE OF PROFESSIONAL ENGINEERING G,- ORI 1.25 I DUR.FAC Alpine Engineered Products,Inc. RESPONSIBILITYSOLELY FOR THE THUS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SRESPONSIBILITY Haines City,FL 338" COMPONENT FOR ANY PARTICULAR CU t AR a UILDING IS THE OF THE BUILDING DESIGNER, P ER Mar SPACING 24.0" Fl,Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (BO196A- F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 21.17 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT 144X4= W1.5X4 III CATALOG FOR PROPER APPLICATIONS. ni U W1.5X4 III 8 6-9-9 6-9-9 17-7-0 W3X5= W3X3 W2X4(Al) 9-7-11 —1-1 11-13 11-7-8 Over 2 Supports R=501 U=180 W=3.5" R=476 U=334 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-Z-,ZR/- 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 1%1111111111/// TC LL 20.0 PSF REF R151--52187 I MST I E, U D 1 2 1 0 W CES OR TO %% ER p 14, E y P R I TUT 5b3ED'UNDFRIOS.R.' SU TE 00�IIAI.1�1- I FOR S&F.T,,PRACTI PERFORM NG I F NCTION UNLE S THER SE N ICATED, TOP CHORD SHALL A PH OPE RLY ATTACHED ED TC DL 7.0 PSF DATE 03/22/02 AWE PROPERLY ATTACHED RIGID CEILING. STRUCTURAL IPANELS, BOTTOM CHORD SHALL HAVE VE A In , _IMPORTANT" FURNISH ABCOP OF THIS TO THE CONTRACTOR. ALPINE BC DL 5.0 PSF DRW HCUSR151 02081115 S y I I I PRODUCTS. INC. HALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN A LORE TO I M C W11 TP LI BC LL 10.0 PF H -ENG MNM/W BUILD THE TRUSSES N CC NFOR AN E H 1: OR F AB R ICATINGHANDLING, SHIPPING, HIPP IN 14ST L H GSIUD C PF BRACING OF TRUSSES. E S THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN gNo.22839 SPV' I C 'T� ALPINE _I BLI THE AMER FOREST A P APER ASSOCIATION) AND TPI ALPINE STATE OF 31176 1 A ION PU E SHED By ICAN V No E E P y N Z TOT LD. CONNECTORS ARE MAI) OF2 OG A ASTMA653 GR40 GAL . STEEL XC PT AS NOTED- A P L CC NECTORS TO 42.0 PSF SEQN EACH FACE 0 1 TRUSS, AND UN LESSOOTHERWISE LOCATED 0 N THIS DESIGN, P I T 10 N CONNECTORS S PER • *—'-- - t.. -,*4r---' FROM KA DRAWINGS 16 A THE EA N THE SDRAWING NG ID CATES ACCEPTANCE PROFESSIONAL IN G I N EERING -.L0R1D.-* DUR FAC. 1.25 Alpin�.Engineered Products,Inc 0 Z. y SEAL U COMPONENT O PO E N I SHOW OF AND THIS ...... A RESPONSIBILITY So LEE FOR THE TRUSS SS M N NT DESIGN N, THE HIT ILITY AN USE I City,FL 33844 COMPONENTFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY ESPONSIBILITy OF THE BUILDING DESIGNER, PER mar SPACING 24.0° AN S I/TP 1 _1995 SECTION 2. vif tut.1.1 .%I FL Certificate ofAuthorization#567 , Eit" (BO196A- GI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 20 SP #3 WIND BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X7 = W3X5= W1.5X4 III W1.5X4 8 F_ (A) 5-0-7 5-0-7 17-7-0 W3X5 = W3X5 W3X5(Bl) = 143X5= L-2-0-0---J I 7-0-0 I 9-7-8 J 16-7-8 Over 2 Supports J R=1382 U=757 W=3.5" R=1484 U=752 14=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND INSTITUTE,REFER5 83 D ONOFRI1 DRHANDLING 2001AMADISONNOWBRACING) ,PUBLISFOR SADFETY PRACTICESUPR100.AT0 `\\.�`,`�`t R�p�'� ,,�� T C LL 20.0 PSF REF R151--52188 STRUPEREOTUR ARMING PANELHESS.SFU BOTTOMSCHURD ESHA0L�LSUSTETHHAVESA PROPERLYDATTAC H ED TO OR IG IDALL HAVE CEILING,PROPERLY ATTACHED ``,; •y�Y't�C•F T C D L 7.0 P S F DATE 03/22/02 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t a��Y-Y ' BC DL 5.0 PSF DRW HCUSR151 02081116 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 JU. No.22839 B C L L 10.0 P S F H C-E N G M N M J W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS INATION AL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION3 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 O N - 31178 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 '�jQt oR�O,P• �a D U R.FAC. 1.25 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Mar''�2�tF SPACING SEE ABOVE Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER pE \ FL Certificate ofAuthorizafion#567 ANSI/TPI 1-1995 SECTION 2. i ��ttp1 (BO196A- G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4,50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 :W3 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X7 = W1.5X4 III NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 (A) 8 r W3 6-4-7 6-4-7 17-7-0 W3X5= W3X3= W2X4(Al) L-C-2-0-0--J 9-0-0 I 7-3-8 _I 16-3-8 Over 2 Supports =j R=827 U=469 W=3.5" R=662 U=403 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL - 3 - - R - Scale :*WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T(, L L 20.0 P S F R E F R151--52189 PERFORMINGREFER ETY THINSTITUTE ESE DFUNCB ION SIO ORUN-91 N DLING INSTALLING AND E SSTOTHERW SEE 200, INDICATEDAC TOPISON ICH ORDFSHALLFHAY PROP OPERLSING), PUBLISHED BY TPI UATTAC HED �`PRIOR TO ��`SS PLATE ,'�1GR IP,F°'�i TC DL 7.0 P S F DATE 03/22/02 STRUCTURAL PANELS, 00T70M CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. �` •• IAICq ` **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` �'�• B(, DL 5.0 PSF DRW HCUSR151 02081117 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 • No nnp�][f : 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 NDS (NATIONAL DESIGN C GGUJ7 SPECIFICATION PUBLISHED BY THE AMERICAN FOR ANO PAPER ASSOCIATION) AND TPI. ALPINE : STATE OF • (1 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO + TOT T.L D. 4 2.0 PSF F S E Q N - 31182 EACH FACE OF TRUSS, AND UNLESS OTNERWI SE LOCATED ON TH 1S DESIGN, POSITION CONNECTORS PER Or. DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /'�� (�1�•:�L QR�oA• �� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISBlue , FC D U R.FAC. 1.25 F ROM K A FI (CItIe Of uth0lizatio#$67 ANSI/NPIT1�01995NSECTIONC�L AR BUILDING IS THE RESPONSIBILITY OF INE DUILDING DESIGNER, PER M d r /[L�/I/ D „G� � SPACING 2 4.0" (BO196A- G3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE W3X3 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 Wi W3X5 3X5 8 (- 7-8-7 4-5-4 ri u LA 17-7 0 W1.5X4 III W3X8= Wl.5X4 III W2X4(Al) L--2-0-0--J 11-2-5 _I 5-1-2 J �E 16-3-8 Over 2 Supports J R=827 U=493 W=3.5" R=662 U=357 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--52190 BNST I TUT E,REFER 583 D ONOFRIO DR. SO I TE 200, MAD ISDLING ONNDWBRAC 53719),PU FFORS SAPETY PRABY CTIC ISU PRI ORATE TO O�`'„S.R tP/�10" STRUUCTUR ARM G PANEL STWESUB TTOMTIONSCHORDE SH ALULHM AY EERW SA PROPER LYD ATTACHEDORUI GIOACE ILING,LL H AV I PROPEILLY ATTACHED ` �� _.it�C•F�j�_�I� TC DL 7.0 PSF DATE 03J22J02 PER"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F 4�•�YA- S BC DL 5.0 PSF DRW HCUSR151 02081118 PRODUCTS, INC. SHALL NOT 8E 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 No.22839 B C L L 10.0 P S F HC-ENG M N M J W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIOM) AND TPI. ALPINE : T CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO _ – TOT.L D. 42.0 PSF S E Q N - 31184 EACH FACE OF TRUSS, AMO UNLESS OTHERW LSE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER §ik DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING � w� D U R.F A C. 1.2 5 F ROM KA Alpine Haine Engineered Products, 338844,IriC COMPONENTTRESPONSIBILIT FORYANYYLPARTICCULARF OR ETRUSS BUILDINGOISUTHETRUES IGN ESPONSIBIULITY OF THE HUILDINGN. THE ITY AND OFSIGNER, PER THIS FL Certificate OfAuthOrizatiOn#567 ANSI/TPI 1-1995 SECTION 2. MaSPACING 24.0" (BO196A- - G4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.97 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: W4X4 SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 W3X5 W3X5 0 8 (- 7-10-0 4-5-4 17-7-0 W1.5X4 III W3X8= Wl.5X4 III W2X4(Al) Lir--2-0-0--J 11-2-5 I 5-1-2 1 16-3-8 Over 2 Supports =j R=827 U=495 W=3.5" R=662 U=363 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND c BRACING INSTITUTE,REFER 583 DOONOFRIO DRHANDUITE 200TAMADNSONNDWBRAC53719),PUFORSSAFETY PRACTICE S(TRUSS PRIDF.ATO ��`I`%t�R p1F.,,� T/C L L 2 O. P J F REF R151-52191 PERUOCTRMING URAL THESEANE F°B CTIONOTTOMS CHORDESH AOLLHHAVESA PROPERLYD ATTACHED ORDI GIDACEILINLL GPROPERLY ATTACHED _.�P�f�q/'Gy/�' T C D L 7.0 P S F DATE 0 _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� • C./ I -:Y = BC OL 5.0 PSF DRW HCUSR151 02081119 PRODUCTS, INC. SHALL NOT aE RESPONSIa IF FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 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 NDS (NATIONAL DESIGN — SPECIFICATION PUBLISHED DY 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. 4 2.0 P S F S E O N - 31187 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED UN THIS DESIGN, POSITION CONNECTORS PER i ••R DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %�(Nj�� OR% .- I D U R.FAC. 1.25 FROM K A F�L CCHaines CICRIC OfitAy OUO//67 ANSI7TPITIF 995NOE�TROTNOC�LAREB UI UDIN GO IISO THETRDE SPONSIB IOL VI TY OF THE BU TOT NGIDESI6NERSE POR THIS Mar'2Yic �;�;�G� `` SPACING 24.0" �j (BO196A- G5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.78 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 144X4= W4X4 8 1.5 X4 III UX5 8 F- 7-5-9 5-4-6 n u 17-7-0 — Wl.5X4 III W3X8 W2X4(Al) W3X3 L--2 0 0--j 1— 10-7-11 -1—1-1-5 3-1-13 LE 14-10-13 Over 2 Supports R=770 U=451 W=3.5" R=602 U=350 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/-/R/- Scale =.3125" Ft. —WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFER 1 -9 (HANDLING INSTALLING AND BRACING), PUBLISHED TPI (TRUSS PLATE TC LL 20.0 PSF REF R151--52192 INSTITUTE, 5 3 ?OHN016FRIl DR. Ul TE , M AD I S 0 N W " I FOR SAF TY PRACTICES PH OR TO ottillill 111,1111 M 8 D U NITI 0 SS IS 1 01- 7 L PEE I P. DATE 03122102 PERFORMING IN E F ONS. �!-S T200 ATID. TOP CHORD SHA HA E PR R Y ATTACHED N C E I V % TC DL 7.0 PSF L PR- E 'All 1 0 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING.M 0 IS FSI 0 E Y ID 1 5.0 PSF DRW HCUSR151 02081120 **IMPORTANT* FUR A COPY OF I DESIGN I THE INSTALLATION CONTRACTOR. At ENGINEERED RESPONSIBLE HG CO IGN,� AN F BC DL FURNISH P PRODUCTS, INC. SHALL NOT HEM FOR AN DEVIATION FROM THIS S OF Y AIL URI'IO BUILD TME E TRUSSES IN CO NFOR ANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. I NSTAULI,G ND BC LL 10.0 PSF HC-ENG MNM/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS NOS (NATIONAL DESIGN No.22839 ALPINE SPECIFICATION PUBLISHED BY T(H)E AMER CAN F ORET AND PA EL ER A S S IATION' AND TPI A111 0 E CONNECTORS ARE ADL OF 20GA ASTM A6153 R40 G AL V I E EL EXCEECT AS NOTE D A P... ECTORS TO STATE OF 31190 M G S - CO Z TOT.LD. 42.0 PSF SEON EACH FACE 0 F TRUSS, AND UNLESS OTHERWISE LOCATED ATED N THIS DESIGN, N P TI N C NNECT PER S S 0 1 1 H I w--f4 DRAWINGS 160 A Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONALENGINEERINGFROM K A Alpine Engineered Products Inc RESPONSIBILITY SOLELYOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OR% DUR.FAC. 1 .25 T FOR 0e. "y COMPONENT Y F t I'll. Ha-,es C, COMPO I ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ':'fi., fX FL 33944' I I SE ON FLC uthorization#567 1 ANSIJTP 1995 CTI 2. Mar 111"..1il'oo SPACING 24.0 (BO196A- - G6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4= W3X3 W1.5X4 8 (' 6-1-9 6-1-9 In 17-7-0 W3X8 W2X4(A1) = W1.5X4 III Lc-2-0-0--li L. 8-7-11 _I_ 4-3-2 _I fE 12-10-13 Over 2 Supports R=688 U=390 W=3.5" R=517 U=336 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING" T%HIB- USSES (HANDLINGEINSTALLINGE IN AAND BRACING)HANPUBLISHED BYPTPI INSTALLING PL TE �SIIIIIIIfff/ TC LL 20.0 PSF REF R151--552193 INSTITUTE 583 PERFORMING THE SEDF UN COTTONSIO DWUNLESSTOTH EORW ISEDINDIC AWT ED, TOPICHORD BHASLFHAV ET Y PPR OPERLVRACTI CIS ATTACHED OR 10 ��`, `��R�. `j,�� TC DL 7.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIB CEILING. � �.',4�• **IMPORTANT** FURNISH A COPY OF iH I5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� : B C D L 5.0 P S F D R W HCUSR151 02081121 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA IL L'RE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 1 D.0 P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT I iH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .. • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �p T 0 T.L D. 4 2.0 P S F S E O N - 31192 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON TNIS DESIGN, POST LON CONNECTORS PER *�(� • • �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ',w. �1'/y C 0141 D U R.FAC. 1.25 F ROM K A AlpineEn6sCity,FLneered 33UCts,Inc. RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS MarLCD �� SPACING 24.0" 1lalneS Cl FL 33$Q4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER fi FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION z. /r fqp�� (B0196A- - G7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 20 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W04= W3X3 4-1 9-9 4-9-9 ul 17-7-0 - UK m T- W2X4(Al) = W1.5X4 III L-iz-2-0-O—J 6-7-11 4-7-13 —1 11-3-8 Over 2 Supports R=622 U=380 W=3.5" R=447 U=280 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/-/R/- Scale =.375''/Ft. —WARNING— USSES REQUIRE EXTEME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLRING INSTALLING AND BRACING) P'BLISHED BY TPI (TRUSS PLATE .0%1%111111 TC LL 20.0 PSF REF R151-52194 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), 3719), FOR SAFETY PRACTICES PRIOR TO x ER P TC DL 7.0 PSF DATE 03/22/02 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATEDAT, TOP CHORD SHALL HAVE PROPERLY ATTACHETRUCTURAL PACRALL AVE A ROFRtTAD RIGID CEILING. C4 —SIMPORTANT—NELS, BOTTOM FURNISH A COPHOYD OF SH HP THIS DESIGN TOPTHEY INSTALLATIONCHECONTRACTOR. ALPINE ENGINEERED D BC DL 5.0 PSF DRW HCUSR151 02081122 PRODUCTS, INC. SHALL NOT HE 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 C LL 10.0 PSF HC-ENG MNM/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B SPECIFICATION PUBLISHED BY TO AMERICAN WHO AND PAPER ASSOCIATION) AND TPI. ALPINE = STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER TOT LD. 42.0 PSF SEON - 31194 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ft '•�-. *. ORADD U R.FAC 1.25 FROM KA Alpine,.EnftfAuthorization ed Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /I, FL Certificate City,FL 33844#567 COMPONENT 1FOR ANSECTIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M ar L. Dllt%t%%' SPACING 24.0" oANSI/TPI 1995 ON 2. aI I (BO196A- H1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4= W5X7 8 (— —I 8 3-8-7 4 �17-7-0 W3X5 W2X4(A1) W1.5X4 III W2X4(A1) L-2-0-O---j Lr 5-0-0 1 1 3 a I 5-0-0 I IF 11-3-8 Over 2 Supports R=841 U=489 W=3.5" R=690 U=360 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\%J111111111,1 T C L L 20.0 PSF R E F R151-52195 . INSTITUTE, 563 D'ONOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO �\,\\ E R P.,c'��•, T C D L 7. P S F DATE 03122102 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� ,,'� r,•••ti '�- **IMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED C4;.1, BC DL 5.D PSF DRW HCUSR151 02081123 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL IRE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICA7[NG, 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 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 p:•• r TOT.L D. 4 2.0 P S F S E Q N - 31196 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •/�' DRAWINGS 160 A-Z. THE SEAL ON TN IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j�nf�•• R •�• �� D U R.FAC. 1.25 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS {y F FI.Ce finis it ihorizetg onb 567 ANSIONENT1 FOR 0995NSE PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Mar�L L��It ENG\\�� SPACING SEE ABOVE (BO196A- H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.12 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4 8 F 8 4-1-10 17-7-0 W1.5X4 III W2X4(A1) = W2X4(A1) L----2-0-0—�J 5-7-12 _I_ 5-7-12 _I IF 11-3-8 Over 2 Supports R=610 U=415 W=3.5" R=459 U=233 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND A tt�tt�ttl�/'' T C L L 20.0 P S F REF R151--52196 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE- PERFORMING THESE583 DFUNOFRIO CTI0NSORUNLESSTOTHERNISEDI SONINDICATED, TO PIC HORDFSSHALLFHAVEPRACTICES PROPERLY ATTACHED IOR TO ER PF��'0,; t � , � TC DL 7.0 PSF DATE 03/22/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 '• BC DL 5.0 PSF DRW HI.D$RIST D2DBII24 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL'. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E O N - 31198 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC 7085 PER ~ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��i•AC• C pq�Op:' D U R.F A C. 1.25 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '�/ 1 r� ��` ITauies Clty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER f/� p EN �� FI,Certit-1CH(e OfF�uth-liAtum#567 ANSI/TPI 7-1995 SECTION 2. Mar [C��%� ,tt�� SPACING 24.0" (BO196A- 1' CJ 3L 3R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 17.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE 1N ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. PRIVIDE (3) 16d TOE-NAILS AT TOP CHORD. PRIVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8 F 18-3-4 T 1-0+ 1-0-7 17-7-0 W2X4(A1) LC-2 0 0—�1-0-12� 1-0-0 Over 3 Su ports R=407 U=554 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 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 �11�11t111//�� T C L L 20.0 P S F R E F R151--52197 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO `� R P. // ES F ESS ERE RM NO TH FUNCTION RD SHALL HAY PERL *STRU IC PA MPOURAL NELFURNISHOASCOPRDOFSHALL THISHAV DE5I6NPRTOPTHEYIDNSTAI„AOTIOONGCONTRACTOR.PALOPINEYENGINEEROD ```� •'•� Cq� ' TC DL 7.0 PSF DATE 03/22/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r FF �Y_�/Y- B C D L 5.0 P S F D R W HCUSR151 D2D81125 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N0.2'1839 = 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 NDS (NATIONAL DESIGN = = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND 1,111'A SSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GALV. STEEL, XCEPT AS NOTED. APPLY CONNECTORS TO c T 0 T.LD. 42.0 P S F S E A N - 31205 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "� • F P -"'or DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I �j��•LOR'Q •�q`1 O U R.F A C. 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS / �` 1faules Cl FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar r 2'�";J SPACING 2 4.0° FL Certificate of Authorization#567 // D�►,G�,````` ANSI/TPI 1-1995 SECTION 2. cwt ', (BO196A- 3' CJ 3L 3R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 19-7-4 R=25 U=180 8 F_ T+ 2-4-7 2-4-7 17-7-0 R=28 U=180 W2X4(Al) �2-0-0 JE 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 19.5d FL 3 R - Scale =.5" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDBRACING i T C L L 20.0 P S F R E F R151--52198 INSTITUTE. FER 583 DOONOFRHIB IO DR HANDUI TE 200TAMAD II S ON NDWBR AC53719),PU BOR S SAFETY PRACTICES(TRPRI OR ATE TO o�``�tE R P1�'N, STRUCCTURAL PANELSFUBOTTOMITIONSCHORDE SHALL HH AVESA PROPERLY ATTACHEDORDIGIDALL HAVE CE IL I NG,PROPERLY ATTACHED d �� t�Cq/A!�ij� TC DL 7.0 PSF DATE 03/22/02 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Qk F �•-•Y2 BC DL 5.0 PSF DRW HCUSR151 02081126 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 1 0.0 P S F H C-ENG M N M/W P F ALPINE BRAC IN6 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 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �_ • r T 0 T.L D. 42.0 P S F S E 0 N - 31209 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 9•• tr6,. DRAWINGS 160 A4. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROf ESSIONAL ENGINEER IN6 ••�� P •`• �� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �., OR1O G� ``�� D U R.FAC. 1.25 FROM K A Haines City Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER, PER (� E FL Certificate ofAutllonzahon#567 ANSI/TPI 1-1995 SECTION 2. Mar 2L��I/ D„t��t��`` SPACING 24.0" (BO196A- 5' CJ 214C 1L 1R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 R=98 U=180 8 r 3-8-7 3-8-7 17-7-0 R=65 U=180 W2X4(A1) 2-0-0 .1. 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 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING I TU TE. 583 583 DFER OONOBFRIO DR.,-91 DUI TE 200, MAD INSTALLINGNG S0NNOW1 AC 53716),PUBFORS SAFDELL 8 B Y PRACTI CEY IF S SS PR I OR ATO ��`•°�'E R p rF�ipi T C LL 20.0 P S F R E F R151-52199 STROCOT URAL PANELSFUB OTTOMSCHORDE SHALL H HAVEERW A PROPERLYATTACHEDRDI GIOACEILING,AVE PROPERLY ATTACHED �1itSC��A.�I' TC DL 7.0 PSF DATE 03/22/02 PE**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C`l F �Y2 B C D L 5.0 P S F D R W HCUSR151 02061127 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 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 NOS (NATIONAL DESIGN 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 O N - 31211 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��• P ' DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i��1`V�•��OR�O• DUR.FAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,�J1` � FL CertificateofA thonzatton#567 ANSI/TPI 1F11995NSECTIONCZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Mar '�C / D1yt��`�`, SPACING 24.0" 7F,� (BO196A- - 7' EJ NC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 22-3-4 R=157 U=188 8 F- 5-0-7 5-0-7 17-7-0 R=101 U=180 W2X4(A1) L-2-0-0 'jE 7-0-12 j —7-0-0 Over 3 Supports--� R=451 U=268 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--52200 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `\\ 111111 t�, r�'' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI00. TO \\,',` '�C D L 7.0 P S F D A T E 03/22/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED ` �i��C••�w-��', STRUCTUR At PANELS, BOTTOM CHORD SH ALt HAVE A PROPERLY ATTACHED RIGID CEILING. 'yC,` -Y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 5.0 PSF DRW HCUSR151 02081128 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �(n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANp 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 PROV ISI DNS OF NDS (NATIONAL DESIGN D 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 TOT.L D. 42.0 P S F S E Q N - 31215 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 ��`'G1'FL pgtOQ:••�� D U R.F A C. 1.2 5 FROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �j �p Cj.911 • ITH1IIeS Cit)',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING is THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ' �`(} DG�G\\\\` SPACING 24.0" FL CertificateofAutholizetion#567 ANs]/rPI 1-1995 secTlow z. Mar �I,, C \ (BO196A- 5' HJ D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.91 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. #1 HIP SUPPORTS 9-10-13 JACKS AT LEFT END AND 9-11-9 JACKS AT RIGHT END. JACKS HAVE NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 20-11-4 T R=152 U=180 5.66 F-- 3-8-2 3-8-2 0-4-7 y Z� —q�-17-7-0 t -F rl R=187 U=180 W2X4(Al) 2-9-15 7-0-14 j -iE 7-0-2 Over 3 Supports R=628 U=188 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL/-/3/-/-/R/- Scale =.375" Ft. **WARN I NG** T111111 REQUIRE EXTREME CARE I N FABRICATION, HANDLING, SHIPPING. INSTALLING AND *BRAC N1 RIF L '%%J11111111, ER TOS 91 DR., INSTALLING ANDWBRACING) PUBLISHE D (TRUSSIPLATE /1 TC LL 20.0 PSF REF R151--52201 INSTITUTE, 5 R, SUITE T 200, ADI ON 53716), F SAFETY TPI PRIOR TO e R P.p, , 0 H E R W I N TO S B LL A V PR R Y ATTACHED DATE 03/22/02 83 D OFRIO E S I OR F Y CES PERFOR M NG THE S E FUNCTION S. UNLE SS I IS I DICATED, P CHORD A H E 0 PE L TC DL 7.0 PSF 8 D P OP IL STRUCTURAL PA RE LS, OTTOM CHOR SHA'L HAIE A ' ERLY ATTACHED RIGI D CE I OG cw;. —IMPORTANT— FURNISH A COPY OF THIS DESIGN G, TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 02081129 PRODUCTS, INC. SHALLI I BE RESPONSIBLE FOR ANY DEVIAT N FROM THIS DESIGN;: A NY FAILURE TO S No ID BUILD THE TRUSSES IN CONFORMANCE NFOR ANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND No.22839 10.0 PSF HC-ENG MNM/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL =AP NO TPI. ALPINE STATE OF ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) A TOT LD. 42.0 PSF SEON - 31213 CONNECTORS ARE MADE OGA AST A653 GR 40 GALV. STEEL EXCEPT AS NOTED. AP CONNECTORS TO EACH FACE F TRUSS, A 0 BERN SE LOCATED N DESIGN, D PL OR'N�IR OF 2 M R NO E T N CONNECTORS WIN Ir 0 S I INDICATES ACCEPTANCE P I I 1-k! SEAL N THIS DRAWING CE TA 0 PROFESSIONAL ENGINEERING DRAWINGS 0 A Z. THEUNLEAS Alpine Engineered Products,Inc. RESPONSIBILIT Y SOLEL Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUR FAC. 1.25 FROM KA Ibines City,FL 33844 CON P 0 N ENT FOR ANY P ARTICULAR a UILD IN G IS Th E RESPONS 1 0 1 LITY OF THE 8 Ul LOI M G D ES IGNER. PER D, Fl,Certificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE A (BO196A- 7' HJ D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 120 MPH WIND, 19.58 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 5-1-1 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 3-0-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 5-1-1 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 42 LBS AND THE 3-0-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 42 LBS. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 22-3-4 R=217 U=196 W3x5Ir-- 5.66 1- 5-0-2 5-0-2 n -EZF 17-7-0 m W1.5X4 III W3X3= R=374 U=180 w 2X4(Al) 2-9-15 SIE 9-10-13 fE 9-10-1 Over 3 Supports R=534 U=334 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.54 FL/-/3/-/-/R/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T?DHIB-91 D(HANOLING INSTALLINGOANDWBRACING) I (TROSSPLATE TC LL 20.0 PSF REF R151--52202 I F, I 1,).PUBLISHEDBY IT INST I SIT 1 200, MA SAF T PRACTICES PH OR TO Rp N, S E I D 1 '3' H Y PROPERLY TC DL 7.0 PSF DATE UT593 D NOFRIO R UNLESS OTHERWISE SE ISNDNI�ATED, TOP CHORD AVE PR R Y ATTACHED 03122102 PERFORMING THESE E FUNCTIONS, U E I STRUCTURAL TURAL PANELS, BOTTOM CHORD SHALL L L HAVE A PROPERLY RUPERLY ATTACHED RIGID CEILING. •!.CJig, _IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ��f_ N w;- BC DL 5.0 PSF DR14 MCUSR151 02081130 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • BUIL THE TRUSSES I N CONFORMANCE WITH I ; FABRICATING, APPLICABLE R CAT[ G HANDLING, SHIPPING, ,,ND 0 F IG PI OR AB I N L A BC LL 10.0 PSF HC-ENG MNM/WPF BRACING OF TRUSSES. THISCONFORMS WIT A P ICA B L� PROVISIONS I'L 0 0 NOS (NATIONAL NAL DE GN ALPINE ..C I 'U 'ISHED by TOESAMNRAFREST HNDPRLV SS No.22839 =AER A A D TPI SPE IC N E ATIO . A PI 42.0 PSF SEQN - 31217 NCECTORS ANE Ml%E OF 20GA HEIM EA653 GR400 GALVA STEEL CEOPCIAS N4TEDN APPLY LONNECTORS TO STATE OF . N U TOT.LO. CO C TRUSS, F OTHERWISE OC THIS SI C S EACH FA OF TR , AND UNLESS OTHERW LOCATED ON I DESIGN, POSITION N NNECTOR PER I S S U S 0 C DRAWINGS 160 A-Z. THE SEAL ON THIS 5 DRAW ING INDICATES ACCEPTANCE TANCE OF PROFESSIONAL EN G I NEERING DUR.FAC. FROM KA F THIS 61 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR ORTHE,TRUSSCOMPONENTRESPONSIBILITY DESIGNSHOWN. THE SUFLA6,11LITYAND USE PO I S le City,FL 33944 COMPONENT FOR ANY PARTICU AR BUILDING IS THEESPONS 8 1 LITY OF THEBU LOT G DESIGNER, PER SPACING SEE ABOVE FL Certificate ofAutliorization#567 ANSI/TPI 1-1995 SECTION 2. Mar D