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Permit 1770 Ocean Grove Dr (vault) ADDRESS- /7-7� ��� BUILDING PERMIT NUMBER l f INSPECTIONS: FOOTING UNDER SLAB PLUMBING l Z-q_9� SLAB FRAMING �- l COVER-UP INSULATION / FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # 7/ PLUMBING PERMIT # NOTES: CITY OF ATLANTIC BEACH, FLORIDA Avwwb by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 b IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM. SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. bran ParkF Z_ ELECTRICAL FIRM: MASTER ELECTRICIAN SK;NATURE JOURNEYMAN r 3o1D� NAME F4 ADDRESSJ�7� Cc?QR 6�U2 l)[ RFD BOX BLDG.SIZE BETWEEN: RES.(4 APT.( 1 comm.( ! PUBLIC( I INDUS,( ! NEW( I OLD( I REW.i I ADDITION( 1 TRAILER ( ! TEMP.( ! SIGNS ( ) P d FT. SERVICE: NEW( ) INCREASE( 1 REPAIR ( I J C I FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH -5N C)7U COLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS i CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 1.100 AMPS. SWITCHES INCANDESCENT 1 FLUORESCENT&M.V. FIXED 0.100 AMPS. OVew APPLIANCES BELL TRANSF. AIR H.P.RATINGG H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS 1,5- MISCELLANEOUS -5MISCELLANEOUS i 1 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA 1.1 NO. KVA NO.NEON TRANSF. NO. VA. MA, 11 MOTOR SIZE I SWITCH FLASHE EACH SIGN. FORWARDED s TOTAL FEES CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic teach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 � ELECTRICAL PERMIT t . PERMtT INFQRMATIQI t4CATIQN [NFORMATIONAAAr _ :.sr�:�,, �\M���Mr�• � •vv lIMM�YVV• Permit Type: ELECTRICAL ATLANTICvB�AH,• vLORIS.Dij A�•v 32233 • Proposed Use: Lot(s): 24 Block: Section: 0 •a ����n Csn�• C1fF�rl;�„Ylyn• n(`EAl�f (�Rn\1F i IPIIT 7 i Ylapy _-t: =Y R v Est. Value: Parcel Number: 1morov• Cost: f1t/4IAI'FL7 ##�[GF1R111#l�Tl�#F* � ” ...... �.Tom.},•-�! • - - Date Issued: 12/11/2000 Name: LARRY H. FYFFE Total Fees' 35.00 FAddress; 2232 S, 2ND STREET Amount Paid: 35.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/11/2000 Phone: (904)261-2235 Work Desc WIRE FOR POOL CQNRAGttk 4 w° : AP PL FEESrx n ">z� b'� R" 2 DAVID PRUETTE'S ELECTRICAL SERV. '—PERMIT 35.00 "� a C+45"h-a9t�'ra #4 sw.,e wV_k� ^'$s,.•iw.,,u,��i ..str` p � �i itrQ�'`�'.f.�pir„ N#4.�r L M ,*��C �,_��. ,n.-.,r,` ,.fx� S' "y„� #'�H k .� l L NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION C I � 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" I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. M 14 ATLANTIC BEAC BUIL CGD T. \ v� - 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ h Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ ' per sq ft = S TOTAL VALUATION*: $ Total Valuation 1st $ y 3Remaining Value $�~ ' per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ 7�.�� ( ) Fireplaces @ $15 . 00 $ ~ BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP S { ) RADON (HRS) . 0050 S SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 S _ OTHER $ GRAND TOTAL DUE, $ ADDITIONAL PERMITS OR FEES : Mechanical_ __; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : 10/25/00 11:92 '0904 695 2456 PATTILLO {6001r002_ . 0ex 25 OD I1 : 17a Joe Holder 19041272-6911 p. 2 UCI-25-ZOM 10:19A FPLIm: ieg7-5B;5 1'U:li1nAAZ7261i11 Y-]'1 RECEIVCLJ CITY Or ATLANTIC 9tAt'{{ OCT 3 0 2000 City Of Atlantic 88ach APPLICATION FOR POOL PL'RtiiT OwIlding and zonIng L<< 7 Dlock cam` ,� { Subdivision err vor ,\•��sv�s / `ems c1 4� O A �e TELEPHONE' e7� L-cerse uurtLer (' 1'�:4��ia► S , �; d�� Gallons J4 SITE PLAN Pron L Ez) N . y �' �y' ✓ C6 a a rear Sis�a_ury 0����c Date 5>SaaCusn Co��t cta / �/ Date V L` eA /LtI/UU ltf: ltf 1•'A.& 8U41476107 .lax Bch P and D 1004 Brook 13785 Page 34 M IF"uwr kAMCD K" 5 MIN. RETU1&&uC j of c HONE -I. L (Prepare in fwpliate) ?a wtiorrr NMI caner rn: The undersiBrcd hereby informs ail ooncesned tl)at impmwencnIs will be made td'certain real propen . and in ut=rdanoe with section 713.13 of the Florida Statutm the following information is stated in this NOTI E OF COKYLENCEIENT. �1 Description of pro riy1 ; � T.f.vCG'ItN. . , .-ltIV/1'f I�6 ���o%a �� ' 51467 .. . . . . . . .... . .. . . . .. . . . . . .. . Page: 8'3 4 4 .. . .. .. .. .. ... .. .. ... . .. .. .... . .. I .. . . .. .. . .. . .. . . . . . . . .. . . Filod & Recor ed .. .. . . . . . . ... . . ... . . ... . . . . . . ... . ... . . . ... . .. . ...... . .. . .. . . . . . . .. . . . . . . . .. . • . . .10 30/2000 02:12:38 PH es HENRY COOK General description of improvcmcnts. . ...C5�1 I?�.r►�,r.!`�7. v. . .. ... . ... . . . .. . ..CLERK -CIRCUI COURT ,. . . .. . ... . .. ......... . ..... . .. .. . . . . ... .. .I .. . .. .DUURL RUNTY TRO F�ND # 1.00 . . .COPY EE # 1.04 ..... . CERTI # 1.04 .. .. .. . . • . . . .. . . . . . . . . . .. ... . . ... .. ... . .. .. .. . . . . . . . . .. . . .RECO 'ING # 5.00 Owner . . . . .. Addtcss . . . . . . . .?.?E?.. C.� N.���S)� _... . lre+ ft-:dF�y. � Owner's interest in site of the improvement.. . . . .. . . . . . Fee Simple Title holder(if other[ban owner) ` Narnc ... . .. . . .. . . . .. . . .. . . . .. . ... . .... . . . .. . .. . . .. , . . .. . .... .. . . . .. . . . . . . . . . . . . . . . . Address . . .�p�� .. ....<---.. ... .. . ... . . . .. . . .. . . . . . . . .. . . • . . �'+ 7PContractor W t 11.4 I .�DS --�/'!L Surety(it any) . . .. . . .. . . . .. . .. . . . . ... . .. . . . . . . ... .:... . . ... ... . .. . .. .. . .. .. . . . . . . .. . . . . . Address . . .. . . .. . .. . '. ... .. . . . . . Amount of Bond S.. . Any person making a loan for the constriction improvements: Nuut . . ... . . . .. .. .. . . . . . . . . . . . . . .. .. ... . . .... ... . ... . . . . . . .. . . .. . .. ... . . .. . . . . . . . . . . . . . . Address .. . . . . . .. . . . . . .. . . "�. .. . ... . . . . . .. . . .... ...... . .. . .. . . .. . . . . .. . .. . .. . . . . . . . . . . . . . Person within the State of Florida designated by owner upon whom notices or other dnccu rents may be served: Ntunc ... ... .. . .. ... . ..`:! . ... ... . .... . .......... .. . .. . . . .. ..... ... .. . . . . . .. . . . Address . . ... . .. . . . .. . . . -' . .. .... .... .. . ... . .... . . . . ... . .. . . . . ... . . . . . . . . . .. . . . . .. . . . In;addition to himml�owner designates the following person to receive a copy of the Licnor's Notice us provi d in Sccdon 711.13(1)(h).Florida Statues. (Fill in at Ownor's option). Name .. .. . .. .. . .. ... . . .. . . .. .. . . . . . .. . . . . . . . ... . . . . . . . . . . . . . .. .. . . . . .. . . . . . . . . . . . . Address . . . . . . . . . . . .` . .. . ... . .. .. . . . . . .. . . . • . .. . . . . . . . .. . ... . . . . . . . . Ds rmla" rr rocorder useonly oo 5 5.167 Page'¢3 4 /d . . . . .. . . . . . . . . . Filed'8 Recofided 10/3&e000 02:12:38 Ph HENRY W ft oro to wed subscribed before me t1lm? y f CLERK CIR T COURT DUVAL COUNT D p l} .. .. . . .. .. . .. ... TRUST FUND `� # 1.00 ;ERTIFYCOPY E # vv • RECORDING # �� PAMELA O.TURNER Notary Public Notary Public-State i Florida My Commission Expires p 14,2001Commission#CC0038 6 in. 0 O ----- -----------------------------..__-.._.._---------------------------- --.._..___..__.-_._.------._._.._.._.._.._.._.._.._.._._.._...Property line-----._.._.._ -..--------------------------__._.._.._.._.----_._..-------_.._.._..----------- • a�z, `�` �., b < „a. a �: \ ,� R ? < mkt POOLS r CPC056950 4 ft.11 in. pvMISa � � a POOL "M Size: 18'x 36' Depth: 3'to 8' L Coping: overpour Light: fiber y ti Filter: DE Pump: 2 hp PSI Coating: PlasterWA ; $ r Deck type: Acrylic Area: 666sq ft a Patio area: NA Deck risers: NA x a Drain: PVC Footing: 8" bell `k ,xh Heater: O tions:color/Track c2000,a ua rite a Deck 666 sq ft pool 18 x 36 3 to 8 deep 657sgftIll 1nft SwimCraft Pools 1992 Kingsley Ave. Orange Park,FI 32073 CPCO5695D CPC056951 c _arty Fyffe 1770 Ocean Grove Dr 'Wantic Beach,FI 32233 62 1/Z' w 9 ft. s J MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF OCEAN 6�qOvkF -- 611 /17* Mo. z AS RECORDED IN PLAT BOOK 20 PAGES Z_ OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FIA. FOR: TREVE TT l iaAfES NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOTE* E'LE(rAT/O S AA! .TAOVP/ r/S ; 05,7Z) AMD ASE $A.SEa Caw ASSU�Njf ELEY47'/(704 CIF 15,00 OF awvEl.4EAfr /N FRONT oF CE.vaw 5FGo f OCEA�C/ `7/i O VE OR/VE a F wq y 97,v1[1 7lvE4Po[6 S3� 44� 421E- GO•!JQ �n.a//ssr• y ON Ni if•S•!Gl ld ONts,�(,p�� � ser orser/aad 3 70-7V' [a.ifof,o.t wesT (4•s• ti 2 4aj wl, h J �8 • weo - AlAtlSH fCot'goP ZZ 0' �/•Z, Q ti Z '44/770 Q m til /B"EAVES , v o 14Q o 1yt � 4e o �S � �t0'L//6N� 0•,f'1v/qE IILOCK W�vLL �Yi7w o � SEM�T X'IV/6A/ 404AtN LAVA' f/NCE o.3" N�" !.-�� (•GO•%$lo�rvoT ,. �'.K•oA fENra '�" G'yvOOD fF�Cf '� /4oao'..Q•A/) O GU7 4.13 L o r Q5 [ 07' 413 F/�fAL .SU.�I/Ey 4-S-913 NOTE.^.rEJOFFSET/.00NCN07E0), /OuwO AG[ O/NEC' i/w�/S. fDU,(/OAS'/O SUiPtrE Y /2 O/. 9 6- I I HEREBY CERTIFY THAT THIS SURVEY,PERFORMED UNDER MY RESPONSIBLE DIRECTION, MEETS THE MINIMUM LEGEND. TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 611317.6,FLA.ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- a CONCRETE YONUYENT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. "2"FOUND IRON O VY'ICT KION.L.S.ITW FLOOD CERTIFICATE; THE LOT SHOWN HEREON IS IN FLOOD S.R.L SUILDINO RESTRICTION LNIS ZONE X • AS SHOWN ON THE FLOOD INSURANCE RATE CLARSON AND ASSOCIATES, INC. ° CENTRAL ANGLE MAP. COMMUNITY PANEL NO 120075 � X00/ p DATED 4.17.6Y 1042 NALDO AVE. JACQWNVN.LE, FLA 22207 R RAMS A MC DISTANCE �/ CN. CNORO ONTANCE SURVEYED ML--o1 AYQ I-61 9 ' • ..C. ro1NT OF CURVATIRIE • I.T. POINT OF TOaNCV SCALE: �a •e 20, ANLSTfREn 2uavEvoa No. 2341, FLA. I.R.C. POINT OF REVGISC CUM 41a Se,Q• ,L1/L L P.C.C. POINT of CobwouNo CuWv� FIELD :OOK • _150 PG. MAP SHOWING BOUNDARY SURVEY OF LOT BLOCK AS SHOWN ON MAP OF Oe,f4 I CRU ge - 61AI17' 116. 42 AS RECORDED IN PLAT BOOK 20 PAGES __Q_- OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: rR-oy477 AdAfE5 NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOTE: ECEVAT/O S w"i's S!.!a-*v wes : &3,19) . WASE RA 5e.0 aw ASSUMED EzEr,4TinN nt' 15.00 Fd/q CEkrERL/NE OF P.4 YeA4&1 r i v "d v r QF CErVTF'v of 4 o r OCEAN 1! �o V6, ,I C OR/VE NEIv"Q7wdw'o7[G •7 3! `�Ut/ Y�+c - �s Q•�Q ' LO O�/iil y .. O.vliNi(f•S•!41 iRON[I.tGo)� � ser Drrst r(.von✓ "' /a-z' lB"4! 0.8GwE) s r !4.6. 9 N 'k ti o �44 h AD, ew t 6.7t) Z- 5.MqY 4.4/CK144 `tt A 1170 ►� Q v v vJr IJ) 1p � � vh Q h -- — — — ScaL/6 ,04'.W/ E O.W/e WAwn", o � G E,OSFMENT L U 7 4+d G'wooD/E�/CE 4 0 7' Q5 [ 0 T ¢G f'/it✓AL ,SU.PI/E`/ 4-5 9(i No rE.. SE/ OFFSET/�t?N l NOTEO), /OuNO 44L 0 Tk/ER 1120,415, �`OU�t/4lJT/O SU�PI�E Y /2-4/• 9 S f'oui✓o q-l wows. 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION. MEETS THE MINIMUM LEGEND: TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017.6,FLA. ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027,FLORIDA STATUTES),AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACH- CONCRETE MONwnNT MENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN ON THIS SURVEY. 1/211 FOUND M10N O 112.2V WON•L.S.1704 FLOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD S.R.L RWLDIMO RESTRICTION LMIE ZONE X r AS SHOWN ON THE FLOOD INSURANCE RATE CL,ARSON AND ASSOCIATES, INC. ° CENTRAL AMOU MAP, COMMUNITY PANEL NO 12007.5 — 000/ 'o DATED#•17.49 1643 NALGO AVE. JACKS"VILLE, FLA 72207 R RADWS A ARC INSTANCE ON. ONORO 00TAMCE SURVEYS /5 19 Q� F.C. POINT OF C%WV&TNIIE .�✓ • I.T. POINT OF TANOINCT SCALE: �W a 2O- ISTVWD 3URVEY04 NO. 9341, FLA. I.R.C. POINT OF REVERSE CURV* fJOS•A AllL L P.C.C. POINT os cowouwo cum" FIELD LOOK 530 PCI. 7/,BD CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SENNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX 247-5877 I�EIIIT:I ,O A C11[y , N INS Permit Number: 21603 Address: 1770 OCEAN GROVE DRIVE Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FLORIDA 32233 Class of Work: NEW Township: 0 Range: 0 Book: Proposed Use: Lot(s): 24 Block: Section:0 Square Feet: Subdivision: OCEAN GROVE UNIT 2 Est.Value: Parcel Number. Improv. Cost: 2,200.00O ORM TIO Date Issued: 3/12/2001 Name: LARRY H. FYFFE Total Fees: 25.00 Address: 2232 S. 2ND STREET Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/12/2001 Phone: (904)261-2235 Work Desc: New Foundation/Patio PROPERTY OWNER PERMIT 25.00 �7 a SLAB 6 u NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. AT NTIC WACH BUILDING DEPT. BR 3/12!!1 96 Receipt: RECEIVED MAR 9 2001 City of Atlantic Beach Building and Zoning CITY OF ATLANTIC RF'ACH PERMIT APPLICATION REXCLEL, ADDITIONS, OR ALTERATIONS / MD ING, DEMOLITIONS Owner(s) : Job Address : 776 0"'""7 C*&k, (>, Phone: Z41 /!4 Z4 Lot # Zc-a4- Block or Unit # Subdivision: O 4 6l*jc_ t4rr �✓ Contractor: State License # Address: Phone No: City State Zip Code Describe work to be done: 117- )c °�4 Go• C, P*TV rl� Present use of building: Valuation of Proposed Construction: '2,f2iDot V'tD Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft. X ft. Will the added area be heated and cooled? New electrical (or increase),? New plumbing fixtures? New fireplace? New Heat/AC? SUEN=T TMUZ (C 2CZAZ) TWO (RESIDENTIAL) COWLE= SETS OF PLANS, INCLUDING SITE PLAN, , IIVER= CDDE FORMS, NOTICE OF AND OfiI+g3i/CO DA , F IS CONTRACTOR. Signature OWNE Date: ��# f=106-,5Z$-58-NO - � Signature CONT R: Date: LS-A-;-6—_ OF i-L 2���1, 7,oumry of tvvAL AS TO OWNER: Sworn to and subscribed before me this day of 2000. NOTARY PUBLIC MAUREEN!UNG `� da o f /i' CL k C.�ti, 12004. No'►c��taWtilkri� 3>mi�� 'Zicq�bscr ed before me this y MW Commission Exp res Mc^r 3'•,2002 COMMissi0n#CC72C78' . -rip - NOT.1AR PUBLIC CITY OF Ve4d - 57&UW4 800 MiMfOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 CHAPTER 489, FLORIDA STATUTES, PART i 'CONSTRUCTION CONTRACTING' REQUIRES OWNER/BUILDER TO, ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SEcnoN 489. 1 03(7), FLORIDA STATUTE.s: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY UCENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAYA SO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $29,000.00 OR LESS. THE BUILDtNG MUST BE FOR YOUR USE AND OCCUPANCY, IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL.OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT R FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND 2DNING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES, ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN 1T 1S FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PAss ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HER2r UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER 'DIRECT SUPERVISION 01'THE OWNER, WHO MUST Be ON THE JOB AX ALL TIMES WHILE WORK 15 IN PROGRESS BY UNLICENSED TRADES PEOPLE.' THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACIMRS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILOING DEPARTMENY SUGGESTS WORKER'S COMPMNSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY CLEARLY PROTECTS THE OWNER. OWNERS HIRING W;ORKERS BECOME 104PWYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1 099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TQ $5,000 PENALTY UNDER FLORIDA STATL/Tc N4, 455-229(1). AN 'OCQUPAT10NAL LICENSE' IS NOT ADEOUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPWMNCY' OR THE FLORIDA 'CONTRACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON 15 A LICENSED CONTRACTOR. T$LE.PHONE THE BUILDING OEPARTMENT(247- 5826) IF IN DOUBT. I HEREBY ACMpOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STAT044EDIF AND THAT 1 COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER`BUI Sr4->� &F FL oizi PA ��L� F10o- 5Zk-S$- i91�-o Co L)/-1 Ty D>< r�rlVAL ali PRC-SE-74Ter PRrEkrY 6Wk&;VBPdJbE* 2A� ADDRESS TELEPHONE SWORN TO AND SUBSCRIBED BEFORE ME THISDAY OF NOTAW PUBLIC NOTE: PHRASES UNDERLINED ABOVE MY COMMISSION EXPIRES: MtAUREEN KJNG Public S'^I ARE EMPHASIZED BY THE BUILDING ;k^CXLti( DEPARTMENT_ /41y Corn,n'; hili lYZZIZZI-i'I:I:L"i:>a3T='7I'�'�IZ73�ti =Zri=1'i1iR'itlZiIl:E=-=Y'=>:': :i'�i'i31'i-ItZ•ZX1=13' r ■ w M �zzai�.i�zuza:iz;rl - s:rzi �. . w M #e of 'cru ttnc Terttftett � u M N Mtu of r Atlantic i9eac4 -- +Yloriba i9partment of Nuilbing Jnopertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following. M Use Classification Side Family Residence _ _ Bldg. Permit No. 11123 Group W,-frame__ Type Construction ____ Fire District _Atlantic_ Beach _^ G - owerofBuilding Larry Fyffe _ Address 1770YOcean_ Grove-_Drive _ Building Address_ 1770 cean Grove DI[ocality Atlantic Beach. FL_32.23_. By DON C. FOccR,,D�� Building Offici I Date POST IN A CONSPICUOUS PLACE A 4 MAP SHOWING FJOUW')ARY SURVEY OF LOT _Zt.— BLOCK AS SHOWN ON MAP OF IN PLP-' 600f' C3. . PAGES PUSLtC RLC0Ft:)S C,9 DUVAL CO. FOP AB0,1F of%ttll _Ct4 xkpF RASED (-)N T'HE "A SA,,'0A1#rAv' W415 '/5,7e) -- JW V CA/ eO t-ce Are tf.4 1 A4F 11,A- 414 Ir 1,-- Cif MIA* 17A 1 r 77.7 .4 7a 74 -k N fp 46' Ale" f" 4r Izx Ar, -J& C4 A r I ik ok IS3 Ilk 1 '4% p P,, 1 o 1996 Building and Zoning �V�y 4- 6-9 4 'A'ov Al -1--W111*13y c1FrtIFy -H"- .kURV�' PLArOP411-T LNI)EF OLt UIRU-'NON, MEETS THP W41MUM T i6f,fl'A,-AS'ANDARQFufz ovAVEY'AS %AV-QRDANtF M- kR '-A, ADMIMSTRAME C 00E 1P!jqSk;A%I'T')5ECT1Q?441'f,�1 , 'r'A0ACH * OROAS'ATU!SS A "ERC ARE NC V1310:E EN THE S09,;,--CT -ROPMrY EXCEPT &_V SMO1VN )N T"IS -1 BET tpom L V I tx .'.I SWOWN ^ERECN flutWid Mr*MICT10hmm 4.%T* CoASSOCIATES, INC. f. u0 AA ACK94MVILU FL)k 32201 4 :Ar GitYAMCE 141-4 A. p L.c ft—• aw ra-]re.*o OAW I-Ittv 00ov, -4-Aw pe 71, CITY OF 1��1�ctsttic b�'`eacl - ��itnu�a 800 SEMINOLE ROAD ATLANTIC BEACH,FLORLDA 32233-544; TELEPHONE(904)247-5800 FAX(904) 247-5805 NOTICE ' TO: Water Department FROM: Building` Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address 7S* erely, Building Department 4 DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND AkE SAT1SFACTORY : 1776 --------------------------------------------------- - ----- --------------------------------------------------- -------------------------------------------------- ------- -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, / t OUILDING INSPECTION DIVISION cc:FILE CIT)' HALL ATL BCH TEL No .2475805 oc t 2 ,95 9 : 12 No .002 P ,02 CITY OF so SEMINOLE WAD ATLAKrIC BVWH,f►LORM 32233-%0 PROPERTY DESCRIPTION nLf rHONE t"4>W�'SW T FAX(M)MI-O" Lot #, Block #—, $ec on # Subdivisions 19 Street Name DESCRIPTION OF WORK or Address: 1:Z-7 LowC'��!- If in a FLOOD HAZARD Flood Zone:_area complete page 3 , Brief Description Class of Work: k9P Remodel/Addition'. ZONING INFORMATION Type of Construction: \A30CXS 3ClZ s Zoning Proposed ' District : Use:.. Estimated Value $ Exceptions or Variances Materials Granted: Solid or Filled around: ,Roof: Method of Heating:,,, ,ZLL OWNER INFORMATION Pxoperty owner: R Phone: Mailing 2v3 Z S . �-►�-n �"i Address •. i1 1 W r _ _ � � W zip.. e CONTRACTOR INFORMATION Contractor :�„ Cys=` \4oV'^_WS �`�— Phone: L act Mailing Address: ��tiV �^� ^� �Q n7l 12-00 ICRNA,v i NA K►aJ�Zip: 1_z OT) O ZOZ License Number: C Expiration Z Date: I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT , ALL PROVISIONS OP 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 29 CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND C RECT AND THAT THE ANS AND SUPPORTING DATA HAVE BEEN OR SHALT, HE PRO V ID D AS EQU I V. A owner Signature Date *Contractor Signa Date e TRANSMITTAL DOCUMENT FOR JEA DATE: / �Y �' The following permits have passed "rough" inspection: Permit /No. Address ,( l l Ca 9s / 7, RRC%t=ea N3zex)o=xXAxkua*x3=pkmxcfxxbkox:pvznt*u. Please update your records accordingly. Tha k yo , BUY tt L&RK CITY OF ATLANTIC BEACH /vcb 11274 , 0 OF BUILDING" CfTY C!F,ATLANTIC BEACI -- - PERX IT INFORMATION :CI1 : _.._. -"- _ LOCATION INFORMATION -- P rmit Number: 11274 Address: 1776 OCEA' GROVE DRTVL Pe m�t Type: " MECHANICALATLANTIC BEACH, FLORIDA 223'; * a s of Work. NEW _- »., .: LLCIIAL DESCRIPTION onstr . Type,, WOOD FRAME Lots Bloch; Section.M- ropos d U3S- a 'SINOLE FAMILY Township RNG: 0' I e 11 ing : 1 1 code: Q Subdivision: OCEAN GROVE t mated Value; $0 .00 Improv . Cost ., D, 3 Ama $65-00 Da .9 4,`rkifilL HEAT AND AIR I fE � - � ' '1ON � � .�.�� APPLICATION FEES' ,.� ' `PERMIT t65 .00 A res,s� N EROS DRIVE VAT IMPACT FEE to<100 T CH ?LORI ' FEE"Air t ADON OAS-H.P.S" ?.C10 O -- - 'DON CAB O �A Name e.. `R TE CA TTAL IMPROVE'. $0.00 B «« a A JAC ILLS FLORIDA 32216 CROSS CONNECTION $0 .00 L ce Type 3 SEC H IMPACT FEE CONST.SURCHARGE 44 �t�gy'peM:4:.�'Cd:A'M;Mpe bd YXe:' {yi. NOT M=F.* =ALL CONCRETE I OIRAAS AND FOOTINGS MUST 8E"INI PI'ICTEq"88FORE PQURIWG PERMIT VOID SIX MONTHS-AFTER DATE OP S" "BU DING MATERIA .,RUBBISH AND DEBRIS FAgM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE C" RED UP AN©`WAULED AWAY"BY EITHeR CONTRACTOR OR OWNER IL ER g Y '1 ' TH THE MECHANIC LIES I, NCANAES T:IN T PRt3# W R ' IN 'i TWICE FOR TIDE E II . I t 11� ' J!1 NTS iS" ED ACCORD-I G TO APPROVED PIANS WHICH ARE PART OF THfSPERMITANP,$UWECT TO REVOCATION FOR Vt" TION OF AP . CABI.f*PRU\fISIQP OF LAW. 00 tA "1111 /% 01 Acob,oaiiil IC BEACH BUILDING DPIARNIENT 041Q40 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 93ACH, FLORIDA 32x33 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT --- Applicant to complete all items in sections 1, 11, 111, and IV. 1. 00 ee LOCATION Street Address: OF Infersecting Streets: Between And WILDING Sub-division Ii. IDENTIFICATION -- To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attach#d plans and specifications which are a pert hereof and in accordance with the City of Jacksonville ordin cos and standards of good practice listed therein. Iq Noose of Mechanical Contractors Gntroctor (Print) U5Master Norrie of Property Owner Sirsature of Owner signature of or Authorized Agent Architect or Engineer 111. WMAL INFORMATION A, T of hosting W: B. IS OTHER CONSTRUCTION BEING DONE 011 Electric THIS BUILDING OR SITE? Q "—❑ LP ❑ Natural ❑ Qmtral Utility If YES, GIVE NUMBER OF CONSTRUCTION Q 01 PERMIT Q Other — Specify IV.W CMANICAL EQUI"AIINT TO tE INSTALLED Vff URE OF WORK PPOV40 complete lint of compo ft on bockYW it tons) Residential or E3 Commercial Heat 13Space ❑ ReeeaedControl D How New Building Air Conditioning: ❑ Room �90 Existing Building Duct System: Meterio Thickws. ❑ Replacement of existing system M•zimu apeeity =2 b e.f.m. 'A New Installation(No system previously Installed) C7 Extension or add-on to existing system (� Refrigerrtion ❑ Other— Specity Q Cooling tow►: Capacity Q fire tprinkl n: Number of heeds p Elevator ❑ Manlift ❑ EmIsto (narabw) rnli!►ACI: !'Olt ONCE Ufi ONLY (Q Gasoline pslmpa IsYmber) (RaeeMtl) Q Teaks..(number) ROMA$ LPG cortteinert.._ C) Uefieed pressYre vessel Permit Appreved by ata O w�.ra 0 Other Specify Permit Ree LIST ALL EQUIPMENT AMR CONDITIONING AND REFRIGERATION EQUIPMENT Nmnber Mitts De berlptfoa NO"Number menufteta r (�j A=*Vft es MEATING - FURNACES, BOILERS, FIREPLACES y Number Units Dwerwim Rodd NU�mba KaAttsact olrae � �A6NW A44 Z3 '2i it TANKS Hsw Nagy NoewAd CaPsia4 Ty" Lt9uid Name at serial Apert sae Dbasadoos Coritatase manus otwer No. AI 11131 M DE ME NT 1;3F OW G I CfTY' ATLANTIC 1041-1 P 'MIT I NFORMAt I IS - -µ LOGAT I Old. 114FORMAT I OIC _--a__-.µ rM t Number* 1.1131 Address` 1770 OCEAN GROVE DRIVE P. rmi t T y,p+ t.��7T I L I T, 99 ATLANTI C P EACH, FLORIDA 3 2 2 3:,' C ass of Work, NEW -- LZAL DESCRIPTION o tr .'. Type* WOOD FRAME totK'. Block. Set gym: roposed Ise: SINOLI TAMILTown's hip RNC: D I in rd O Sub id y OCEAN GROVE t ima t d "dal ue: :Moo improv. st : Tot l SB74 £ AMOUR $8,74. 50 w ISI }r T ION _- APPL I CATION FLEES WIFE'E PERMIT S0 .00 GROVE, DRIVENATE IMPACT FEE S6 ,D4 T CNS FLONI * ' FLE Pd AZAP roeevp RADON OAS R' �R. S. s.0 w ._ OPORMA ON �-w-_-. - RADON CAP 5t Sp ..D0 Name: UIQ NO S DEP? ENT CAPITAL IMPROVE. $0 . 00' Aye CROSS CONNECTION $D , �S L Type- D SEC H IMPACT FEE 9 D CONST.SURCHARGE 5 D NOT S. P L NOTICE- ALL,CONCRETE FORMS AND FOOTINGS MUST 81 :INSPECTED SEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE f B. DING MATERIAL,RUBBISH AND DESMS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CC RED UP AND HAULED AWAY'BY ElTIaER CONTRACTOR OR OWNER ILURE TO COMPLY WITH THE MECHANIC'SLIEN LAW CAN RESULT IN PROPERTY OWNER PAYINGTWICE FORTHE BUILDING IMPR VEMENTS" FS ED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VI TIQN OF APPICABLE PROVISIONS OF CAW. onto.- 1p-/13/95 01 kpt.;WIM7 ATU NTIC BEACH BUILDING DEPARTMENT € 01s 9265 Y•' JJ ,i a 1 e `^ 4 'W � \ --,EWER V-V CV i s ? ee4Wr- Net_ O tfoyc h�s 40 R df L.04r 1� - JDW D J,t �11LUC- ae\neC G e� gg ; 1 ' a hl. �,►a Nee �o a 5AcC oYc�ef '\G �Q�f�Cl.te t ,,Qv.ai.3 ti ^(1-�15 348 CAN f�k fJQtyC--�t V,r� ;lro Ktn�� ay�� TAA. ..i LP�_I,TY__ 3L +�I Iftotict of Commencement IPOSPARa W OUPUCAT81 To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.15 of the Florida Statutes, the following information Is stated in this NOTICE OF COMMENCZMZNT. Description of property ---L4i_-Z4_=_Qcq.Si1._Caro-Yg=__Unit_2______________________________________ -----------------------------------------------------•------------------------------------------------------ -----------------------------------------------------•---------------------------------------------------- General description of improvements __Construction of a single_family__residential dwelling. ----- -------- ----------- ------------------------------------------------------------------------------------------------------------ Owner ---------------------------------------------------------------------------------------------------- Address ---------------------------------------------..--------------------------------------------------- Owner's interest in site of the improvement ------------------------------------------------------------ Fee Simple Title holder tit other than owner) ........--------------•------•--------------------------------- Name ---------------------------------------------------• •------------------------------------------------ Address --------------------------------------------------- ------•--------------------------------------- TrevettHomes, lip...------------ - ---- _ ___, ._--------------•-------------------------------- Address P-*- jFqrrjtLjj0jjjg_$gjk!pji,__�jpxtlft 32035:1200 ______- Surety (if any) ----------------------------------------.--------------------------------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements. Name ---------------------------------------------------....------------------------------------------------ Address -----------------------------------------------•---------••---------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents mai•be served: Name _Trevett_j34me. ._jxjq,.-------------------- Address P. 0._Box 1200,_hgrnandina Bgjkcils_F1`orida_32035=1200 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.00 (2) (b), Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------------------------------------------------------------------- Address ------------------------------------------------- -------- - ----------------------- THIO erACa FOR R<CORDIEWe Ue[ONLY ---------------------- .tcss,�� . J� Sworn to and subscri ed before me this ______________ t _ sy of ___ - �l -- -------------- 1a-9_`5- fa'1tRhty`�ublie------------------- CAROLYN NOTARY PUBLIC, STATE OF FLORID My commission expires Jan. 31. 1, Commission No. C C 2 5 6 0 3 2 Bonded thru Patterson-Becht Agency CITY OF ATLANTIC BEACH, FLORIDA Approvo0 by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: .�_ �� s� 19 `� IMP06TANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, La4W,_d Z/eC�oc ELECTRICAL FIRM: MASTEREffC N§IQNATURE NAMADDRc6:11 yI C� �C.f'�i (71 �I BOX, ,,,___._ BLDG.SIZE BETWEEN: � +�re_ __� Z76 . RES. ( 1 APT.I ? COMM.( I PUBLIC ( ! INDUS.t I NEWX OLD ( I REW. ( I ADDITION ( I TRAILER ( ? TEMPtQ SIGNS I ! SQ.FT. SERVICE: NEW INCREASE ( I REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER I I ALUM. SWITCH R BLEAKER L) AMPS PH 2, RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SITE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPB. al•100 AMP6, SWITCHES INCANDESCENT FLUORESCENT&M.V. MIXED 0.100 AMPS. I oVE11 APPLIANCES I I i BELL TRANSF: AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. , VOLTAGE PHS NO, 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V, OVER 600 V. NO. KVA i NO. lKVA NO.NEON TRANSF, NO. VA, MA. MOTOR SIZE SWITCH FLASHER EACH SIGN �--- 7 FORWARDED S TOTAL FEES e DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE: SATISFACTORY: In- eol-2 r_)1e061_e Vlk __---- ------------------------------------------------- ------------------------------------------------- ------ + ------------------------------------------------- ___-__ + ------------------------------------------------- Enclosed are the blue copies of the permits. S I. ELY, BUILDING INSPECTION DIVISION cc:FILE i 11106 r OFMA 'M ENT OF 8U#LE�#I C#TY OF'ATLANTIC .,_ PIS. T IN1� R1A ` . LOCATION P# bRIktAT { -- rmit .:171 t OCEAN GROVEDRIVE Permit '" + PLUMBING, ATLANTI c BEACH. FLORIDA, 32233 ass of Werk: Nom! _�� ��,. LtIGAL'I #7LSCRIPTION --------- o r, ,' -ype: Wd3C�1 E?R� Lot` 24 B�.ock S ct n- X£3 'C Upe: SING-LiA Township:- RHC # #nc ubdivi6io x: OCRAN GROVE UNIT 'I�WO Atilt► .� Total 06-00 it to .', AIPCAT {� I�'EIrS « ».. . -O GROVE DRIVE NA "IMPACT PEE _np f ' � 7 ' A A "OaF�R14 ON -- R D6 CAS. � R Pae- I2 UM 3 NO � � ," TAS, IMP y 0 SEWE '6th 7A I LL$. PL32211CFtt SE,'CONNECTION -Woo C Type'; .H 'AT . 00 COWS $�uR HARCE NtCT :•. x r r N4TtCE L Ct)PICiRE E FORMS AND FOOTINGS MUS'T:BE INSPI�CTS©BEFORE POURING " PER I T`vQlo;IIx MZ7NTHS AFTER DATE OF,ISSUE g U 'DIfVG MAT RIALRUBSISH AND DEORtS FROM THIS WORK MUST NOT"BE O' ACEO IN,PUBLIC SPACE,ANp A�UST 1�1E C D UP ANI t�A ED AWAY"ICY 4jj' ;ER dONTRACTOR OR OWNER Pit- `. Lt L. WIT, 'fH MECHANICS LIEN LAW CA , � � �,�'T T � O N tYG TIll " "'Ff ESD# � I Eta ACCOR�fAG TO APPRC}VEf7 Pl;AwIS WHICH ARE PART OF THIS PERMIT ADVO SUBJIr� C)C ►` ti "HON C?F APP�.ICABLE PRI`#SIttS t�F I;A�iI. F � . : r A7 TI BEACH BL�(LDiNOGtEpARTMENT ' ` $ { 4Vr d t CITY OF ATLANTIC BEACH APPLICATIONFOR PLUMBING PERMIT JOB LOCATION: l r (7 -? b Cc( A1k Doe- OWNER OF PROPERTY: PLUMBING CONTRACTOR 1� 40 lb G` CONTRACTOR'S ADDRESS: C) STATE LICENSE NUMBER: CFC O 5 3 T TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS Y� LAVATORY ( WATER HEATERS _BATH TUBS ` DISHWASHERS URINALS / DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS r SHOWER PANS OTHER TOTAL FIXTURES: x $3 .50 + $15 .00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 CITY OF ATLANTIC BEACH, FLORIDA APProved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, 1 ra�v�D ,Crit - .24 EJQUONRYMAN ECTRIC^A�L FIRM; MASTER E TR'I�C��-� �l NAME V.L" -� ADDRESS: a f v , �C +r�.�jf�JE'_ 4 FD.....,... BOXw....._, SLOG.SIZE2(nQy � BETWEEN: o � RES. APT. ( ) comm. ( 1 PUBLIC I ! INDUS.( 1 N E W/AV OLD I 1 REW. I 1 ADDITION I } TRAILER { } TEMP.{ 1 SIGNS I )--SO,FT. SERVICE; NEW j 1 REASE ( 1 REPAIR ( ! FE//E ----- CONDUCTOR SIZE / AMPS ,2 COPPER ALUM. SWITCH QR BREAKER A0© AMPS PH 3 Y� VOLT ACE EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN I TOTAL o-SO AMPS. D t•to0 AMP$. SWITCHES INCANDESCENT �^ FLUORESCENT&M.V. FIXX16D 0.100 AMP$, I OVirR APPWANC89 L BELL TRANSF; AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 MOTORS H.P. , VOLTAGE PHS NO, OVERi H.P. VOLTAGE PHS MI CELLANEOU77(07-.71crrn k Oc M roti TRANSFORMERS: UNDER 600 V, OVER BOT}V. NO. I KVA I NO. lKVA NO.NEON TRANSF, N0. VA, MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED TOTAL FEES ���� CITY HRLL ATL BCH TEL No .24?5805 Oct 2 ,95 9 : 12 No .00'? P r:i2 CITY OF xftutdc tVe4d - 5&t4* 050 DEPARTMENT OF BUILDING 3 'CITY OF ATLANTIC BEACH 177 ----- Ca It rOMT . _ ,. Anr ri1s 3»llt3 Adds :` a '> lklt' GROVE DRItiE- Per ►it T�rpa�`t '�'IC BEACH. FLORIDA 32233 affil aktt __ LEGA, DESCRIPTION -°_ --_ -_- an tr + . WC►OD 'R I Lot ., 24 12c+ck Section*. r posed 'Use SINGLE 0AMILY ' Tcwnllikatp NCI;;, 0 e�llin 1 Cade: 0 Subd v�iaiPri ORC?VL UNIT 2 tfm t ` aline: $0 .;00 T�►tal ,��r�� s' �'25.Da .. t Paid: :,: `25.0 FOR Nam rR' �' � t"Ifi S2 ,t� k" TRS " ". . , �WATRR °' PANT $0 ,00 f LK BEACH. Pry+ 322 SEWER. IMPACT PER' $0.00 I kC4 $P WA MET'ZI R I AP, p 0 .0, INFOAMAT Name H ,., „ OS' T�- IMPROVE. $0.00 A dr+eas t3 00 S WRR' S0.QR1 T ype: 1 SEC" IMPACT FEE $0.00 CORtt.,SURCHARGE 0.00 SCUARGE TL f"BCH'.". 00 mow, w, NO S: a r,. money ALL 0040,wE AND FOOTINGS"MUST QE INSPECTE0BEFORE P OURINQ' . F I""ER 'VC?ll:?` S11 MONTHS AFTER.DATEPF BU ?DING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT.BE PLACED IN PUBLIC SPACE,AND MUST BE CL RED,UP AN040A4ED",BY IrITHER CONTRACTOR OR OWNER t ; PL " '# MECHANIC'S' LIB�I.'L�IVV� SAN R9 ULT IN T PR1' ry, I 1 ! i' ""'GWICE '�3RTI�1E BUILDING IMPROVEMENTS" IS11C PEDACCOADING70 APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR Vic ON OF APPLICABLE PROVISIONS OF LAW. 40000M tw,00 IA Wit ilfelis Ol A*] (Was ATU TIC! EACH 8t11 I DE RTMENT 001 I000 11121" W nr�OA�ENT OF suint 1,00 t4 11� i CITY OF ATLANTIC BEAC �t. t P I S' I NFORMT ION --_ P rmz ------- LOCATION 1NFCAT Qu � �CAt Not O III2 GROVE DRIVE Atw4TIC 8EACH, '_FLbRID 32 2 ,33 permit *,Oe BUILDING ' -$ of Work NEW DESC I> 01 oristr. , 'hype. W06D rpAmz, Lot., 24 tock sectioP. .. � ,Towo hi PING e 113.n s i code: '0 Srx.bdi Vie .ow Ooean t rove Unit 2 timat0d Value=$I67,S t7 o 6,0 , .' tota.i $,1472 56 Amo 04,7Z kid 3A ,�, 1696...� 5 i ff OF Es 2, 1.3 44 WA � TAP �i. �.. RADON AS-�N:R.S( .06 0 NOO ON - � � � . �� p"O CAB 442 f : PCNA 5 ,. ' . 266 C ' SS t'���tI�'I�t�T t �# C se° "Pe? aN tI . PA S .00 t C0 RCHARGE $7 . r* will be, an eddi�tiaual baxger .for the ewer tap �rl�� be collected the mutt, ie kxc+ ►. s` I! t ;€ NQTk ALL,CONCRE FO4#14► FOOTINGS MUST ft,INS1��#`�"t�t?8t*F�iI.POURING PERMIT V©tt?SIX MONTHS AF7 TER, ISSUE ` B MATERIAL; t�UBBISH ANL)DEBRIS A0M.THIS WORK MUST CEL?thl PUBLIC SPACE,AfiiL)M ,K UP A, ;HAULED AWAY BY EITHER C.LINTRACTC?R Dft©1�'N `* Cts PLY' WITH'THE MECHANI 0 LA' CA �! RESULT N f*iN T3>� ICE Ft t 7H, UIL D 1 ►V► JIENT �'. % S �COAPIT G TO APPROVED PLANS WHICH ARE PART OF THIS tT ANLL SUBJECT'Tb t�El/C�CATtpN FOR ICAI3LE PROVtStC�NB 4F.LAW. ' � � �afi �,•.t�'l�i�'9� Vit.; lt��pt,'4Et� sB AT $ t 1RT T tit CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @ $ p e r sq ft Garage/Shed @ $ er sq ft = $ Carport/Porch @ $ /3-(30per sq ft Deck @ $ per sq ft Patio @ per sq ft TOTAL VALUATION : A�,7 -1166160 $ Tot1 Valuation 1st $ /,00Lz—6 oc--, Remaining Value $3 per thousand or portion thereof TOTAL BUILDING FEE $ 0 + 1/2 Filing Fee $ ( 1 ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $-- WATER IMPACT FEE $ SEWER IMPACT FEE $ Vo aiiN WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP � (P) RADON (HRS) .0050 $ kc,TION H PAVING $ 0 HYDRAULIC SHARES $ 0 CROSS CONNECTION $ q67&) SURCHARGE . 0050 OTHER GRAND TOTAL DUE $ 3147 Z 941 ADDITIONAL PERMITS OR FEES: Mechanical_; Plumbing Electric/New Electric/Temp_;SwimmingPool Septic Tank_ Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : SITE p LAN ca1e 1 "-20, 'rte 115, � 171-7'1 'f 'CIa,Q 0 %iN /17 r a q d,C,2Trett— a ed as N te ,ter . r �.., "All trees to rama'n,most 6� barricaded a,minin;u%of 5 It. fr,urr� thq ',lark of each tree. Rarricades bue ins,niied BEFORE site clearing and ieniain in place during F ALL phases of construction." vett 0111CS Illc. �4ewe trsto,, Nrr v.a,wn rw�rr rx.5i��. '�° .►, e� �rk+r.xtlk,r•r.a lira.�'uwj•�xA CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. - BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BAT (8) TUB OR SHOWER STALL (6) 1 0 WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) W FLOOR DRAIN (1) 4 SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) 2- 3—LAVATORY 3LAVATORY (1) COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) _DISHWASHER (2) 2— WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET URINAL STALL, WASHOUT (4) (�) FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) 1 JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS ` @ Z28.00 EACH = � JOB INFORMATION_ / 770 Q C.{._odr/-' co QLD U IZr ARCHITECT/ENGINEERS CERTIFICATION COASTAL CONSTRUCTION CODE FOR ALL MAJOR STRUCTURES TO BE LOCATED WITHIN CITY OF ATLANTIC BEACH, FLORIDA APPLICANT' S NAME LAS F4 ffd� PHONE NO. DATE OWNER NAME: L fv� -R.E. TAX NO. : TYPE OF PROJECT: (/)N t Home ( )Residential Addition ( )Garage ( )Pool ( )New Commercial ( )Commercial Addition ( )Other 911 STREET ADRESS' ( } We claim the structure to be exempt as follows : ( ) Garage with no provision for occupancy —detached one and two family only ( ) Pier, Dock, etc. ( ) Other (Specify) I also certify that no structure listed above may be remodeled or converted to a non-exempt use without being upgraded to fully comply with the ordinance. Signed: Date: ---------------------------------------------------------------- CERTIFICATION This certifies that the plans and specifications submitted and sealed by the undersigned meet all criteria set forth by the City of Atlantic Beach Coastal Construction Code. Roof covering is exempt from the 110 mph requirements of the Coastal Construction Code, but meet all the other requirements of the City of Atlantic Beach Building Code. ( The structure including foundation, frame, roof decking , exterior walls and floors has been designed for wind loads of 110 mph, with all design complying with the 1914,, Chapter 12 , _�Wtandard Building Code. indows, doors and all other exterior devices comp______________________ ly with the ( ) 110 mph wind load. ----------------------------------------------------------------- ( The structure is located outside the area affected by wave forces , OR ( ) The structure is capable of withstanding wave forces resulting from a wave crest height of feet above MSL including uplift forces. ----------------------------------------------------------------- ( ) The structure is located in FIA Zone A and the foundation design has considered possible exposure to water and erosion, OR The structure is located in FIA Zone X and the foundation will not be exposed to hydrodynamic, hydrostatic loads or water scour, OR ( ) Foundation design has been completed with floor elevation above the specified stillwater elevation, and to resist wave, hydrodynamic, hydrostatic and wind loads acting simultaneously with dead loads . Erosion computations for the foundation design have taken into account the projected 30-year erosion losses from a 100 year storm event and all vertical and lateral erosion including scour caused by the structural omponents . ( No excavation of dunes is included in this project , OR ( ) Dune excavation permit is attached. Certified-this-- I qday of 19i (SEAL)---^ Florida Architect's License No. Professional Engineer's License No. � i 2•� _ Oct ���� 9 : 12 hJo .002F' CITY HALL ATL ECH TEL Plc .24� .,.'!}, « r SECTION e - IAII other Applicants) 1 . Property Zoning: ?. submit the tollowing: SITE PUW/nasi SURYST indicati.ag: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all tress w/DVN of six inches or more d) Tree species and sista e) Trees to be removed should be elearly saarked t) frees to be relocated should be clearly marked q) Location of any proposed replacement trees h) identity trees of special or unique characteristic i) iaanity trees within 10 teat of construction areas j) Show location and type of tree protective barriers ►c) Location of utilities, aooessea and easements 1) Location at vehicle travel corridors M) Location of comercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) v) Staging areas for equipment and material storage 3 . hil trees identified for removal must be marked on site by X" tlagging or tape. SECTION C t eq to comply with the cults and practices established In Chap e ' . A ticte I of the Code of Orainancss of htlantle 808th. Own ar S nate Applic nt has complied h all provisions of Chapter 23 and reg4tr menta of the Tre rvation Board. Tree Cons r ation Board Designee Date Nair: "Tceo Protection !os lailders wA Developers" is available at City Nall or from the Division of Forestry, •719 West Beaver Street, ,acksonvllle, FL 32220. (761*1124) i Department of Community Affairs-FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH 1 2 3 _J PROJECT NAME: ?-4 BUILDER: \-►OrhE,% AND ADDRESS: Q AtV R►JV E, TLr'� Z PERMITTING TE OFFICE:Vlq�v7zc.�'t ZONE:NE � 1 ❑2 ❑3 OWNER: PERMIT N0. JURISDICTION NO.: Please Print CK 1. New construction or addition 1. N •L• 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No.of units covered by this submission 3. 4. If Multifamily, is this a worst case (yes/no) 4. S. Conditioned floor area (sq. ft.) 5. Z rd_. 6. Predominant eave overhang (ft.) 6. o S 7. Porch overhang length (ft.) 7. "7 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft. 41b sq.ft. b. Tint, film or solar screen 8b. sq. ft. sq. ft. 9. Floor type and Insulation: a. Slab on grade (R-value+perimeter) 9a. R= I.ft. b. Wood, raised (R-value+sq. ft.) 9b. R= 1 105 sq.ft. c. Concrete, raised (R-value) 9c. R= sq.ft. 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= sq.ft. 2. Wood frame (Insulation R-value) 10a-2 R= \I _ ZS\tD sq.ft. 3. Steel (Insulation R-value) 10a-3 R= sq. ft. 4. Log (Insulation R-value) 10a-4 R= sq. ft. b. Adjacent: 1. Concrete (Insulation R-value) 10b-1 R= sq. ft. 2. Wood frame (Insulation R-value) 10b-2 R= \\ 3 Ct b sq.ft. 3. Steel (Insulation R-value) 10b-3 R= sq.ft. 4. Log (Insulation R-value) 10b-4 R= sq. ft. 11. Ceiling type area and insulation: a. Under attic(Insulation R-value) 11a. R= 30 \5(P4 sq.ft. b. Single assembly(Insulation R-value) 11b. R= sq.ft. 12. Air distribution systems a. Ducts(Insulation + Location) 12a. R____QC b. Air Handler( Insulation + Location) 12b, R= �.Z 011,ue.) 13. Cooling system (Types:central-split,central-single pkg.,room unit,PTHC.,none) 13. Type: CttgnA L §19VEER/COP: \O.d 14. Heating system: 14. Type: T-VM (Types:heat pump,elec.strip,nat.gas,L.P.gas,room or PTAC,none) SP /COP/AFUE: 15. Hot water system: 15. Type: GZ (Types:elec.,natural gas,solar,L.P.gas,none) EF: . 3 16. Hot Water Credits: a. Heat Recovery(HR) 16a. b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1,2 or 3 17. Z 18. HVAC Credits(Type in Letter designation:CF-Ceiling Fan,CV-Cross vent, 18. rn Z-.- HF-Whole house fan,RB-Attic radiant barrier,MZ-Multizone) -- 19. EPI(must not exceed 100 points) 19, cj Cj �q a.Total As-Built points 19a. S 1 OC7 3 b.Total Base points 19b. S 1'I\S I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of Plans and/pecilloations covered by We calculation hdicalas compliance with Flora Energy Code. the Florida Energy Code.Belvue con eiruction It,completed,Ws building will be Inspected PREPARED BY. DATE:7/ for-PlIance h a..dance with Section&1*3.908.F.S. I hereby certify that ft building is in compliance with the Florida Energy Code. BUILDING OFFICIAL.• OWNER AGENT: \4A ��] - DATE: 14 21 �5 DATE; Department of Community Affairs- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A NORTH 1 2 3 PROJECT NAME: L6T ?_4 BUILDER: R V£,'C C IVA OSE,% AND ADDRESS: Q AN R+IJV ,'G Z PERMITTING CLIMATE OFFICE:'A-il-;.tvZs.C,C�'f GNN ZONE: 1 ❑2 ❑3 a OWNER: PERMIT N0, I JURISDICTION NO.: Z (0 (� Please Print CK 1. New construction or addition 1. N .L• 2. Single family detached or Multifamily attached 2. 3. If Multifamily-No.of units covered by this submission 3. 4. if Multifamily,is this a worst case (yes/no) 4. S. Conditioned floor area (sq. ft.) 5. Z2 6. Predominant eave overhang (ft.) 6. 1 015 7. Porch overhang length (ft.) 7. --7 8. Glass area and type: Single Pane Double Pane a. Clear glass 8a. sq. ft. 4 1(0 sq. ft. b. Tint,film or solar screen 8b. sq. ft. sq.ft. 9. Floor type and Insulation: a. Slab on grade (R-value +perimeter) 9a. R= _$j,�_ ? I.ft. b. Wood, raised (R-value+sq. ft.) 9b. R= 1� _ 105 sq. ft. c. Concrete, raised (R-value) 9c. R= sq,ft, 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 10a-1 R= sq.ft. 2. Wood frame (Insulation R-value) 1Oa-2 R= \ , _ ZS 1b sq.ft. 3. Steel (Insulation R-value) 10a-3 R= sq.ft. 4. Log (Insulation R-value) 10a-4 R= sq. ft. b. Adjacent: 1. Concrete (insulation R-value) 10b-1 R= sq.ft. 2. Wood frame (Insulation R-value) 10b-2 R= \\ 34 fo sq.ft. 3. Steel (Insulation R-value) 10b-3 R= sq.ft. 4. Log (Insulation R-value) 10b-4 R= sq. ft. 11. Ceiling type area and Insulation: a. Under attic(Insulation R-value) 11a. R= sq,ft, b. Single assembly(Insulation R-value) 11b. R= sq.ft. 12. Air distribution systems a. Ducts(Insulation + Location) 12a. R= �®, t b. Air Handler( Insulation+Location) 12b. R= 4Z � I 13. Cooling system (Types:central-split,central-single pkg.,room unit,PTAC.,none) 13. Type:Q tznA 1_SP1sc' Ee�E /EERiCOP: 10.0 14. Heating system: 14. Tvpe•�i_1A-'T w.m (Types:heat pump,elec.strip,net.gas,L.P.gas,room or PTAC,none) SP /COP/AFUE: , 15. Hot water system: 15. Type: U 7 (Types:elec.,natural gas,solar,L.P.gas,none) EF: . q 3 16. Hot Water Credits: a. Heat Recovery(HR) 16a. b. Dedicated Heat Pump(DHP) 16a. 17. Infiltration practice: 1,2 or 3 17. Z 18. HVAC Credits(Type in Letter designation:CF-Ceiling Fan,CV-Cross vent, 18. rn Z_ HF-Wholehouse fan,RB-Attic radiant barrier,MZ-Multizone) 19. EPI (must not exceed 100 points) [19, a.Total As-Built points 19a. S 140 3 b.Total Base points 19b. I hereby certify that the plans and specifications covered by the calculation are in compliance with the Review of plans and apecificatbnr covered by thio calculation kW &to$complianoa with Flodcla Energy A the Florida Energy Code.Before constriction is completed,this bukkV will be Inspected Code. Ui PREPARED BY: 1 1 `J JC DATE: Z for compliance in accordance with Section 553.908,F.S. I hereby certify ftIs in compliance with the Florida Energy Code. Q BUILDING OFFICIAL: OWNER AGENT.�,�-� DATE: Z 4 DATE: EPI= 99. 19% ENERGY CODE SECTION 6 NORTH ZONE 1, 2 , 3 600-93 TREVETT HOMES SUMMER CALCULATIONS LT 24 OCEAN GROVE 2 AS BLT SMR. GLASS BASE SUMMER GLS SOF GLASS ORNT. AREA SPM BASE PTS ORIENT. AREA DBLCLR ' (9B) SMR PTS N 12 65. 8 790 N 12 38. 3 0.91 418 NE 10 65. 8 658 NE 10 57. 7 0.91 525 E 116 65.8 7633 E 66 79. 7 0. 57 2998 SE 10 65.8 658 SE 10 79. 1 0.90 712 S 51 65. 8 3356 S 36 66. 2 1.00 2383 SW 31 65. 8 2040 SW 18 79 . 1 1. 00 1424 W 165 65.8 10857 W 122 79 . 7 1. 00 9723 NW 31 65.8 2040 NW 18 57 .7 1. 00 1039 H 65. 8 H 195. 3 1.00 E 50 79 . 7 0.92 3666 S 15 66. 2 0. 86 854 SW 13 79. 1 0.90 925 W 43 79 .7 0. 92 3153 NW 13 57 .7 0.91 683 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE SP SUBTOTAL . 15 2839 426 1. 00 28032 28022 28503 AS BLT COMP. SUM PT BASE COMP. MULT. SUMMER DESC. AREA MULT. SNSR.PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 2516 0. 90 2264 BRKV Rll 1686 0. 4 674 ADJ. 396 0.70 277 2X4WDFR Rll 830 1. 7 1411 ADJ 2X4 Rll 396 0. 7 277 DOORS DOORS EXT. 22 6. 10 134 EXT WD 22 6. 1 134 ADJ. 41 2 . 40 98 ADJ WD 41 2 . 4 98 CEILINGS CEILINGS UN.ATC. 1559 0. 60 935 UNDRATC R30 1564 0. 6 938 SGL.AS 0. 60 KNEE R19 280 1. 1 308 FLOOR FLOOR SLAB 197 -37 . 00 -7289 SLAB R-0 197 -41. 2 -8116 RAISED 365 -3 . 99 -1456 RSD WD Rll 365 0. 7 256 INFIL. 2839 8 . 00 22712 # 2 2839 8 . 0 22712 TOTAL COMPONENT BASE SUMMER POINTS TOTAL AS BUILT SUMMER POINTS TOTAL 45697 TOTAL 47196 COOLING TOTAL BASE AS BLT DM CSM CCM AS BLT SYSTEM BSC CSM BS PTS CLG PT SMR PTS ' (9H) (9K) (9L) CLG PTS 0. 37 45697 16908 47196 1. 05 0. 34 0. 95 16006 HOT WTR NBR BASE BASE AS BLT NBR HWM HWCM AS BLT SYSTEM BDRMS HWM HW PTS HW DES BDRMS (9M) (9N) HW PTS 5 3803 19015 ELECT. .93 5 3599 1. 00 17995 VINTER CALCULATIONS AS-BLT. WTR. GLASS BASE WINTER ORIENT. GLASS WOF GLASS ORNT. AREA WPM BASE PTS AREA DBLCLR ' (9B) WTR. PTS N 12 -10. 6 -127 N 12 7 . 3 1. 13 99 NE 10 -10. 6 -106 NE 10 4 . 6 1.23 57 E 116 -10. 6 -1230 E 66 -9 .2 -0. 24 146 SE 10 -10. 6 -106 SE 10 -22 . 7 0. 90 -204 S 51 -10. 6 -541 S 36 -28 .4 1. 00 -1022 SW 31 -10. 6 -329 SW 18 -22 .7 1.00 -409 W 165 -10. 6 -1749 W 122 -9. 2 1. 00 -1122 NW 31 -10. 6 -329 NW 18 4 . 6 1. 00 83 H -10. 6 H -45. 0 1. 00 E 50 -9. 2 0.77 -354 S 15 -28 .4 0.94 -400 SW 13 -22 . 7 0. 90 -266 W 43 -9 . 2 0. 77 -305 NW 13 4 . 6 1.23 74 COND TOTAL BASE BASE ADJUSTED AS BUILT FLOOR GLASS ADJ GLASS GLASS GLASS AREA AREA FACTOR SBTOTAL BASE WP SUBTOTAL . 15 2839 426 1. 00 -4517 -4515 -3623 AS BLT COMP. WTR PT BASE COMP. MULT. WINTER DESC. AREA MULT. WTR. PTS. DESC. AREA (9C-9G) POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL WALLS EXT. 2516 2 . 2 5535 BRKV Rll 1686 3 . 5 5901 ADJ. 396 3 . 6 1426 2X4WDFR Rll 830 3 . 7 3071 ADJ 2X4 Rll 396 3 . 6 1426 DOORS DOORS EXT. 22 12 . 3 271 EXT WD 22 12 . 3 271 ADJ. 41 11. 5 472 ADJ WD 41 11. 5 472 CEILING CEILINGS UN.ATC. 1559 1. 2 1871 UNDRATC R30 1564 1. 2 1877 SGL.AS KNEE R19 280 2 . 0 560 FLOOR FLOOR SLAB 197 8 .9 1753 SLAB R-0 197 18 . 8 3704 RAISED 365 0. 96 350 RSD WD Rll 365 3 . 6 1314 INFIL. 2839 7 . 4 21009 # 2 2839 7. 4 21009 TOTAL COMP. BASE WINTER POINTS TOTAL AS BUILT WINTER POINTS TOTAL 28172 TOTAL 35982 HEATING TOTAL BASE AS BLT DM HSM HCM AS BLT SYSTEM BSC HSM BS PTS HTG P WTR PTS ' (9H) (9I) (91) HTG. PTS. 0. 55 28172 15495 35982 1. 05 0. 50 0. 90 17001 TOTAL BASE BASE BASE Tor.VAL AS-BLT AS-BLT AS-BL TOTAL COOLING HEATIN HT WTR BASE COOLING HEATING HT WT AS-BLT POINTS POINTS POINTS POINTS POINTS POINTS POINT POINTS 16908 15495 19015 51418 16006 17001 17995 51003 PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 ADDITIONAL TABLES CLIMATE ZONES 1 2 3 BA-10 HEATING CREDIT MULTIPLIERS HCM sr M TYPE HEATING CREDIT MULTIPLIERSH Attic Radiant Barrier HCM ,98 Multimne HCM ,90 Naturai Gas AFUE 66-.72 ,73,77__. 78,82 .83.87 ,92 &U HCM .59 .43 P 78 6AAS COOLING CREDIT MUL71PL) RS CC SYSTEM TYPE COOLING CREDIT MULTIPLIERS CCM Cailin Fans .86- Cross Yentlabon _ gp� While House Fan 'Credit may be taken for only Multizone .95 one of these system types concurrently. Atte Radant Barrier .95 6A-20 HOT WATER CREDIT MULTIPLIERS HWCM SYSTEM TYPE HOT WATER CREDIT MUL PU S HWCM Heat Recovery Unit With _ Air Condilioner Heal Pum HWCM .62 .58 Dedicated Heat Pump EF 2.0.2.49 2,5 2.99 3.0.3.49 3.5&U HWCM .44 1 .35 .29 25 A MW MUST 9E USED IV CONJUNCT.ON WITH ALL HWCM.SEE TABLE 6A-9.EF MEANS ENERGY FACTOR. 6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACORACTICE CHECK- PRACTICIF#1 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVE& Windows 606.1 Maximum of 0.34 CFM per linear foot of operable sash crack includes sliding s doors). ✓ Exterior&A acent Doors 606.1 Maximum of 0.5 CFM per sq.ft.of door area;solid core,wood panel,insulated or alass doors only. Exterior Joints&Cracks 606.1 To be caulked gasketed,weallherstripped or otherwise sealed- v PRACTICE#2 606.2 COMPLY WITH#1 AND THE FOLLOWING: Exterior Walls and Floors Top Plate Penetrations sealed.Infiltration barrier installed.Sole plateifloor joint caulked or sealed, Exterior Walls&Cedincis Penetrmlions joints and cracks on Interior surface caulked sealed or casketed. Duchvork Ductwork in unconditioned space must be sealed. Fireplaces Equipped with outside combustion air,doors and flue dampers. Exhaust fans Equipped with dampers.Combustion devices see 606.1.A.2 Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust to outside. Cooking appliances shall be dam orad and use intermittent ignition. PRACTICE#3 606.2 COMPLY WITH PRACTICES#1 AND#2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Too Penetrations sealed or joints&cracks on interior walls caulked,sealed or gasketed, Recessed Lights Sealed from conditioned&insulated from ventilated attic spaces. DucMuk I I All ductwork located in conditioned space. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all ruMences. COMPONENTS SECTION REQUIREMENTS' CHECK- Water HECKWater Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric) or cutoff must Wo IpMylded.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 789'x. Shower Heads 612.1 Water flow must be restricted to no more.than 3 albns r minute at 80 PSIQ. HVAC Deet Construction 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, Insulation&installation sealed,insulated,and installed in accordance with the criterla of Section 904.6.Duct in unconditioned space and air handlers located in attics must be insulated to a minimum of R-6.Air handlers shall not be installed in attics unless in mechanical closet. HVAC Contra, 607.1 arate readily accessible manual or automatic thermostat for each system. Insulalion 604,1 602.1 Ceilin s-Min.R-19.Common wails-Frame R•11 or CBS R-3 both sides.Common ceifiryn&floors R-11. -� DATE: 9/21/95 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: TREVETT HOMES R.B. Ellis Energy Design Systems Job Name: LT 24 OCEAN GROVE 2 DESIGN CONDITIONS For ATLANTIC BEACH OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 29 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor (%) 5 Latent Factor (%) 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 56409 1880 54123 2255 HEATING COOLING DELTA T 43 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 9/21/95 MANUAL "J" DETAILED REPORT FOR ENTIRE HOUSE Prepared For: Prepared By: TREVETT HOMES R.B. Ellis Energy Design Systems Job Name: LT 24 OCEAN GROVE 2 ************************************************************************ EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 12 51 116 165 41 41 426 COOLING 300 2040 8584 12210 2173 2665 27972 HEATING 384 1632 3712 5280 1312 1312 13632 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 2912 2912 COOLING 7280 7280 HEATING 11648 11648 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 63 63 COOLING 832 832 HEATING 1304 1304 -------------------------------------------------------------------------- FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 197 7171 RAISED WOOD 365 475 1168 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1564 3754 3754 SGL ASSEMBLY KNEE WALL 280 644 756 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS ---------------------------- People Sensible Load 1800 Latent Load 5545 Lights & Appl. Load 1200 Latent Safety Btuh 277 Ventilation Load Duct Heat Gain 4432 Infiltration Load 3369 Sensible Safety Btuh 2366 TOTAL SENSIBLE LOAD 54123 TOTAL LATENT LOAD 5823 Summer ACH 0. 4 Temp. Swing Mult. 1.00 *** Total Cooling Load 59946 BTUH Or 5. 00 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 12412 Ventilation Load Duct Heat Loss 1972 Safety Btuh 2592 Winter ACH 0. 7 *** Total Heating Load 56409 BTUH Or 4.70 Tons*** I ENERGY GUIDE �or detailed information f the EPI rating number �r for any ITEM listed, 4sk your Builder for EPI= CA form 60OA-93 9 9. 19 Or Form 60OB-93 excellent good acceptable 0 10 20 30 40 50 60 70 60 .90 100 The maximum allowable EPI is 100. The lower the EPI the more efficient the home. RATINGRESIDENTIAL ENERGY PERFORMANCE ITEM HOME VALUE Low Efficiency High Efficiency WINDOWS............................................. DBLCLR SINGLCLR DBLTINT $ UNDRATC R30 INSULATION ........ .......................... ..... Ceiling R-Value KNEE R19 R-10 R-30 Wall R-VaIAR R21 „ 2X4WDFR R11 R-0 R-7 Floor R-Value STAR R-o R-0 R-19 RSD WD R11 ASR CONDITIONER................. ............. SEER/EER ................................... n p o 10.0 SEER 17.0 9.7 EER 16.0 HEATING SYSTEM .. .................. ......... 6.8 HSPF 12.0 ,,Electric COP/HSPF..... ............ ti_R o "Ga$ AFUE .78 RFUE .90 WATER HEATER .................................. Electric EE ELECT. .93 .ea .96 Gas EF ............................ sa 90 olar EF ..... ............................ .40 .80 OCHER FEATURES ................ ............. MZ 1 certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: -LT 24 OCEAN GROVE 2 SignatureT'REVETT HOMES Date9/21/95 ATLANTIC BEACH City/Zip Fldrida Energy Code for Building Construction-1993 Florida Department of Community Affairs FL-EPL CARD 93 APP R CITY 0 ATLLANTICBE CH BUILDING OFFICE NOV 3 015 r, cv u, r. as m U- u - � f I D]l1.M%18 I v1)203v as'� � k A B2(1.t5a f6 lull CRIYi e � , LL zllf 9 cu � Bt If.TSa1B L'Al lM,ly) JOB DESC . : TREVETT HOMES JOB LOC . FYFFE RES DESIGNER : AMB ;9A TREVETT 81 FL LUMBER UNLIMITED XE: 05.1 LOAD TABLE DESIGN CRITERIA THE GANG-LAM BEAM i5 DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN. 4 BEAMS 1.78 X 1$.00$ G12950-2.0 LIVE LOAD . 40 PST VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. DESIGN CONSISTS OF 4 - PLIES FASTENED DEAD LOAD . 15 PSI+ (DIMENSIONS MEASURED FROM LEFT ENO OF SPAN OR CANTILEVER.)LIMITATIONS,FRAMING METHODS,WINO TOGETHER (REIER TO MOM). TOTAL LOAD . 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE TOP/SIDE LOAD PROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SI FT-IM-SX ROOF SPAN CARRIED 30.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE TOP 450 PLF 00-00-00 23-00-00 FLOOR SPAN CARRIED 10.33 FT 2,PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD TOP 255 FLY 00-00-00 22-00-00 LATERAL STABILITY. UNIFORM LIVE TOP 207 PLY 00-00-00 22-00-00 DEFLECTION CRITBRIA 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. UNIFORM DEAD TOP 27 PLY 00-00-00 22-00-00 4.SHIM ALL BEARINGS FOR FULL CONTACT. UNIFORM LIVE TOP 73 PLF 00-00-00 22-00-00 LIVE LOAD DEFL: L j 360 5,VERIFY DIMENSIONS BEFORE CUTTING UNIFORM DEAD TOP 77 PLF 00-00-00 22-00-00 TOTAL LOAD DELL: L j 240 GANG-LAM BEAM TO SIZE. DURATION OF LOAD INCR: 0 21"O.C.OR LESS. WARNING NOTES: LOAD SHARING 0 % THIS DRAWING IS NOT TO SCALE" MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE GANG-LAM FLOOR BEAM.rt IS THE RESPONSIBILITY OF THE CODE COMPLIANCES NOTE FOR FOUR MEMBER BEAM. PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, REPORT # UtSlfjN ASSUMES ED ARE-"j AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED BOCA 93-9 APPLIED TO TOP EDGE OF BEAM,SUCH THAT TO CARRY THE REACTIONS OF THE GANG LAM BEAM AND PREVENT ICBo PVC-5004 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY, CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING L.A. City RR 25167 I ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d NUMBER 1,A SPRUCE PINE WALL PLATE WOULD REQUIRE A SBCCI 9490 •COMMON NAILS ON EACH FACE STAGGERED AT I MINIMUM BEARING LENGTH OF 5.2(IN-SX). CCMC 1151SR 1�.12,0(r CIC. ATTACH ADDITIONAL PLIES TO ALTERNATE FACES ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. OF THE FIRST TWO PLIES,AS REQUIRED,WITH 3 ROWS OF 16d COMMON NAILS STAGGERED GANG-LAM FLOOR BEAMS ARE MANUFACTURED WITHOUT CAMBER, AT 6.00"C/C. THEREFORE,IN ADDITION TO COMPLYING NTH THE DEFLECTION `BOLT THE UNIT USING 2 ROWS OF 1t2"DIAMETER LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS BOLTS SPACED 24"CIC. STAGGER ROWS AND SUCH AS VIBRATION,BOUNCE AND AESTHETICS,SHOULD BE EVALUATED { MAINTAIN 3"MINIMUM EDGE DISTANCE TO BOLT BY THE PROJECT ENGINEER OR ARCHITECT.MAXIMUM RECOMMENDED DEAD HOLES, BOLTS TO BE A NEAT FIT W BOLT HOLES LOAD DEFLECTION IS 0.333"OR LESS. WITH FLAT WASHERS ON EACH FACE. I I I (SUPPORT REACTIONS (LBS); CASE B HAR I N G NUM $ ER 1 2 1 1 11981 11981 i NTN BEARING SIZES (IN-S%) 3- 0 3- 0 i 3.504 5.250 �7.aaa CROSS SECTION 'O1�DEFLECI'ZDNS' CALCULATED ALLOWABLE LIVE LOAD 0.55" 0.73- DUD LOAD 0.41- 22- 0- 0 TOTAL LOAD 0.82" 1.09" Handling 8 Erection ( Miscagansous Information_ Gang-Lam LVL,Redi-Lam It,and LPI Joist Specifications Louisiana-Pacific Corp. lames SSBC -'—mtanem btacM for holdbg cooponent The use of Nis mMorient$hay be specified by the designer pp ner of •Supports and twnne Wm for Gang-lam LVL,Redl-Lm 0,and Lot Joists to 6e ca shag be designed the compMete stnttduro.Obtain 0 the nwy cafe ecassmOWM specft apw_omo Engineered Wood Products *d-caged to approval and iaslrudions from the desig om*fib*mmr ome •Corroon nags dawn panibel to ghre W:as shag be spaced a ffwgw rm of 4 for structure Oefore using thio cartponerd.If the design akeria 10d and s•for Ed. 2706 Highway 421 North .•,-�-bow does not me&kKW biel tg code reowaments,do 'Do mol ad,notch,dM or ager Gwg-Lem LVL,Reda-am ti,and LPI Joists W irringtat,NC 28401 -^+ when thin drawing is signed aro seated www as shown in pubi>'Jted ma mw from Lai mwPapflc Capany use Low (910)762-9878 say"w strustumi design of Gw g4Am LVL,R"-Lam 11,and LPi Joists awdwy to the gnats so Watt National Wats (800)999 9105 -4ted by Ifo atsionter hereat,negates wry express wwrm my of the wwuct and Louisiana-Pso tc It.w-i LPI Corp.disdeimtt3 ktgli-Q wanwaieS indu5r10 oto iapged wadamias or Dm # matchwdab�y and NAMM for a peMimlar use. SHEET # 239A TREVETT B2 FL LUMBER UNLIMITED NOTE: 45.1 LOAD TABLE D&SItNt CStITBRIA a.nz 1 i.THE GANG-AM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES ONLY VERTICAL LOADS AS SHOWN, 2 BEAMS 1.75 X 16.000 GL2950-2.0 LIVE LOAD 40 PSF VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. D&SIGN CONSISTS OF 2 - PLIES FASTBNRD DEAD LOAD s i5 PSF LIMITATIONS,FRAMING METHODS,WAND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOGNTSHR (REM TO NOTES). TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYP& TOP/SID& LOAD FROM TO LOAD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IM-SX FLOOR SPAN CARRIED 10.33 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIvE TOP 207 PLY 00-00-00 13-04-00 2.PROVIDE RESTRAINT ATSUPPORTS TOINSURE UNIFORM DEAD TOP 77 PLY 00-00-00 13-04-00 D&FL&CTION CRITERIA : LATERAL STABILITY. 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. LrM LOAD Dan- L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT, WARNING NOTES: TOTAL LOAD D&FL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING GANG-LAM BEAM TO SIZE. ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. DURATION OF LOAD INCR. 06.Fwmut:COMPRESSION EDGEEFOON1 t 96"O.C.OR LESS. LOAD SEARING: 0 ; THIS DRAWING IS NOT TO SCALE"' CODE COMPLIANCES REPORT II NOTE FOR DOUBLE MEMBER SOCA 93-9 ICBG PFC-5004 APPLIED TO TOP EDGE OF BEAM,SUCH THAT L.A. city RR 25167 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY, SBCCI 9490 ATTACH 2 BEAM PLIES WITH 3 ROWS OF 16d CCMC 115188 COMMON NAILS ON EACH FACE STAGGERED AT 12.00"CIC. I � 1 1 SUPPORT REACTIONS (LBS): !CASE S EAR I NG NUMB & R 1 2 3 1 916 2447 426 2 952 1804 -70 3 213 1310 612 1---MIN HEA82NG SIZES ZN-BX) Tit 16.000 3.51.750 00 CROSS SECTION MAXIMUM DAIMCT20NS CALCULATED ALLOWABL& LIVE LOAD 0.00" 0.26* a- 0- 0 5- 4- 0 _. DEAD LOAD 0.00" 13- 4- 0 TOTAL LOAD 0.01" 0.39" Handling&Erection Miscellaneous Information Gang-Lam LVL,Red-Lam it,and LPI Joist Specifications Louisiana-Pacific Corp. ia10t45 ssac Tampon"and permanent bracing for hW irq component The use of this component shall be speeftcl by the designer of ^Supports and connections For Gang-Lam LVL.Rath!am 11,and LPI Joists to be plumb and for resisting Iaterst forces shelf be designed the complete smrcton.obtain all the necessary code compliance speafic applications. Engineered Wood Products OW Installed by others.No loads are to be applied to approval and insUrclions frorn Me designers of the completeCommon nab driven paalfel to gkn km stall be spaced a minanum of t'for "y component until after am the frerning and fastening sbucais before using this component if the desgn criteria 'ied and 3'for So, 2706 Highway 421 North ^^lame stall loads greater then design acted above does not mast kcal twOM code+aquacmaras,do 'Do not c4 Won.drw or alter Garp-Lam LVL,Reoi-Lam It.lea LPI Joists WAhnington,NC 28401 not use INS design.When this droft is signed and sealed except as shown an pA fished material tom La,iwa-Pacific Corp.arty— Local (910)762.9878 Lous anns•PaciSc Corp is appmwv"the stiuMnal design of Gang iam LVL.Re&Lam 11.and LPI Joists ooWM to the limits set forth National Wats (800)999 9105 ~on the basis of data provided M the aatomer hareem,negates any amass warranty of the prodw ww t oadiana-Petr'nc -*^ Gangliar LVL,Redi-Lam II,and LPI Corp.disclaims all WOW wanw#ies inckrdkng the VVW warranties of DWG # �+.aad under lead,wood in nle�nantabity and finess faa psrb=W use. --" SHEET # 4239A TREVETT B3 FL LUMBER UNLIMITED 95.1 a„ NOTE: LOAD TABLE DESIGN CRITERIA 0.74 1.THE GANG LAM BEAM IS DESIGNED TO SUPPORT NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1. LOAD CASES ONLY VERTICAL LOADS AS SHOWN. (; OTHER 2 BEAMS 1.75 X 16.000 GL.2850-2.0 LIVE LOAD 40 PSP VERIFICATION OF LOADING,DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. DESIGN CONSISTS OF 2 - PLIES FASTENED DEAD LOAD . 15 PSB LIMITATIONS,FRAMING METHODS,WIND (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) TOGETHER (SXR TO NOTES) TOTAL LOAD 55 PSF BRACING,OR OTHER LATERAL BRACING THAT DISTRIBUTION TYPE TOP/SIDE LOAD FROM TO LORD IS ALWAYS REQUIRED IS THE RESPONSIBILITY FT-IN-SX FT-IN-SX FLOOR SPAN GRRZND 16.00 FT OF THE PROJECT ARCHITECT OR ENGINEER. UNIFORM LIVE TOP 320 PLY 00-00-00 17-04-00 2.PROVIDE RESTRAINT AT SUPPORTS TO INSURE UNIFORM DEAD SIDE 54 PLP 13-00-00 17-04-00 DEFLECTION CRITERIA LATERAL STABILITY. UNIFORM LIVE SIDE 143 PLF 13-00-00 17-04-00 3.DO NOT CUT,NOTCH OR DRILL GANG-LAM BEAM. UNIFORM DEAD TOP 120 PLY 00-00-00 17-04-00 LIVE LOAD DRBL: L / 360 4.SHIM ALL BEARINGS FOR FULL CONTACT, TOTAL LOAD DEFL: L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING GANG-LAM BEAM TO SIZE. WARNING NOTES: DURATION OF LOAD INCR: 0 % 76.O.C.OR LESS. MINIMUM BEARING SIZES ARE TO PREVENT CRUSHING OF THE LOAD SHARING: 0 t GANG-LAM FLOOR BEAM.IT IS THE RESPONSIBILITY OF THE THIS DRAWING IS NOT TO SCALE"' PROJECT ENGINEER OR ARCHITECT TO MAKE SURE THE SIZE,SPECIES, CODE COMPLIANCES AND GRADE OF LUMBER USED FOR THE BEARING PLATES ARE DESIGNED REPORT # NOTE FOR DOUBLE MEMBER TO CARRY THE REACTIONS OF THE GANG LAM BEAM AND PREVENT BOG 93-9 CRUSHING OF THE BEARING PLATE. FOR EXAMPLE:ON BEARING ICBG PFC-5004 COMMON NAILS ON EACH FACE STAGGERED AT NUMBER 3,A SPRUCE PINE WALL PLATE WOULD REQUIRE A L.A. City RR 25167 12.00"C/C. MINIMUM BEARING LENGTH OF 3-13(IN-SX). SBCCI 9490 CC2rC 11518R PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS INDICATED IN THE REACTION TABLE BY NEGATIVE NUMBERS.ANCHORAGE DETAIL TO BE PROVIDED BY PROJECT ARCHITECT OR ENGINEER. ANCHOR GANG-LAM FLOOR BEAMS SECURELY TO BEARINGS OR HANGERS. SUPPORT REACTIONS (LBS) CASE B R A R I N G NUMB ER 1 2 3 4 1 1088 730 4481 2181 2 1110 215 4006 2190 3 275 714 1697 587 4 989 1987 1407 597 5 374 -542 4771 2171 MIN BEARING SIZES (IN-SX) 2-<j Lasi 3- 0 3- 8 3- 8 3- 0 16.000 I 1.750 3.500 CROSS SECTION MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.01• 0.29• 5- 4- 0 3- 0- 0 9- 0- 0 DEAD LOAD 0.01• 17- 4- 0 TOTAL LOAD 0.02• 0.44• Handling&Erection Miscellaneous Information Gang-Lam LVL,Redi-Lam 11,and LPI Joist Specifications Louisiana-Pacific Corp. 10/10/95 SSHC Temporary and permanent bracmg for holding component The use of this component shall be specified by the designer of •Supports and connections for Gang-Lam LVL,Red-am 11,and LPI Joists to be Plumb and for resisting lateral forces shelf be designed the complete structure.Obtain an the necessary code Compliance specific applications. Engineered Wood Products and installed by others.No bads are to be applied to approval and'Instructions from the designers of the complete 'Common nails driven pareffel to glue lines shall be spaced a maenurn of 4'for the component until alter an the framing and fastening structure before using this component.If the design criteria 10d and g'for ad. 2706 Highway 421 North are completed.At no tirta shall bads greater than design Wed above does not meet beat building code requirements,do 'Do not cut,notch,drip or altar Gang-Lam LVL,RedkAm 11,and LPI Joists Wilmington,NC 28401 bads be applied to the cornponent. not use this design.When Nle drawing is signed and sealed except as shown in published material from Louisiana-Pacife Corp.any use Local (910)762-9878 Louisiana-Pacific Corp is approving only the structural design of Gang-Lam LVL,Redi-Lam ll,and LPI Joists contrary to the omits set forth National Wats (800)999 9105 Design Criteria of the unit shown on the basis of data provided by the customer hereon.negates any express warranty of the product and Loufsina-Pacific and shown oro this drawing.Gang-Lam LVL,F.edWLam It,and LPt Corp.defiles s all wopaed wanarkies tntlrdi ng the innpled www"M of The design and rrwtetiat spac£isd ars in aulstantiN )ists are made without camber and will defect under bad.wood in merchardabinty,and fitness for a panicular use. DWG # wnfomdy with the latest revisions of Nos and AITC. direct contact with concrete must be protected as required by code, SHEET # Dead bad defection includes an atljuslmant Tailor for creep. continuous lateral support is assumed(wall.floor beam.etc.) Job: (4239--TREVETT HOMES) / f1 28' Floor Truss V THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ n BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 m m TRUSS DEFLECTION MEETS L/999 LIVE AND L/949.91 TOTAL LOAD. w + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH w TO EACH TRUSS WITH 3-10d NAILS. STRONGBA 'K MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USE& BE SUPPLIED BY ERECTION CONTRACTOR. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. m Ln SHIM ALL SUPPORTS TO SOLID BEARING. N m w Ln 0 L _6.2„ m i i2'3"4 _!- m6 .5X3(R 1.5X3 (R) 3X4 X 3 3X3 1 1.5X3 3X3 3X3 X 4X4 X X X3 X3 2 5X4 X4 T + 1'a" V\1\11 1.9' + �10'i"2 X 2.5X4 3X 3X3 3R3 4X4 4X4 3X31. X3 X 2.5X4 X5 2 4 L 13' 10"4 W=2.5X4 14' 1 ' 12 2.5X4 2X r 28 ' - 1 R=722# W=3"8 O R=1 20 SUPPORTS W=3'8 R=714# W=3"8 PLT. TYP.- ALPINE - Rev 17 3t SCAL 55012500 C:= O Q O Q r-1 **IMPORTANT**ALPINE ENGINEERED PRODDCTS, INC. WARNING,' 5`3 111,00114E EXTREME CARE .-��:� R.R F TC LL 40.0 PSF AEF 8235--70991 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND 0AIL ­�3 DEVIATIONqµgr�` FPOM THIS DESIGN OR'HESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN GV �'•. T C DL 1 0.0 PSF DATE 10/10/95 OFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05788 BY 7PI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 8 ALP114E CONNECTORS ARE MADE OF 20OA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP � ' BC DL 5.0 PSF DRW HCLJSR235 95283501 p AA 6GR B EXCEPT AS NOTED. APPLY COMffCTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER STATE OF / (}THU55 ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD t �p, BC LL 0 •0 PSF -ENG AMBNt�CONINECTIMS PER DRAWINGS 130. 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RiCIO CEKING- SEE "A�S�2(.... �iO CGHFORM NlAPPI IGABLE PROVISIONS NOS 6 TPI. AN E1IGINEER'S ALPINE fEC11NICAL UPU4)E {//1/Of1 FUN NNO$R ' Nor.LD. 55.Q PCJFSEAL Oil THIS OPAWI4G APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION111111111 A COPY OF TMS OUR.FAC. 1 .00O OQOQO 111 OtA Y. AUD SHALL MOT BE RELIED UPON IN ANY OTHER WAY. OES IGH TO THE 'MISS EFO CTIT+N CONTRACTOR. B 1 24.0" 1111 - uw:::PtAiE NeUilO1E. IAN; . IfPll HAT100A1 IIFSIGN SPECIFICA110N foil WORN 1:011'4NNf.i1RN SPAC NG Job: (4239--TREVETT HOMES) / f2 30' Floor Truss THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 U) D DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ^' THIS TRUSS SPACED @ 24.00" O.C. IS DESIGNED TO SUPPORT 41 ADDITIONAL CONCENTRATED LOAD AT RIGHT END ''IOM 8.00' STUD + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH 0 WALL (13.75 PSF) SUPPORTING 02-00-00 SPAN ROOF TRUSSES TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO cn WITH 00-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND BE SUPPLIED BY ERECTION CONTRACTOR. cn 17.00 PSF DEAD. N NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED.n SHIM ALL SUPPORTS TO SOLID BEARING. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w U 0 w ��l 3�� 6'2" ---�--m •-�- 9' 11"6 _ _m .- 10'6" 10 X4 1 .5X30 1.5X'3 3X3 W=2 5X4 4X7 1.5 X3 "2.5X4 1.5X3 (R) X X X X 3X4 i .5X3 2.6X4 3X3 5X4 5 5X4 T 10'1"2 3X5 2.5X4 37, 3X3 4X4 3X5 3R4 3 RA X4 373 474 4X4 2�4 13' 10"4 2X4 W-2.5X4 14' 1"12 2--� 2' 2X4 r' 30' OVER 3 SUPPORTS R=722# W=3"8 R=1545# W=3"8 R=1569# W=3"8 PLT TYP.- ALPINE DESIGN CRIT T - - Rev 17,3t SCAL 55042500 0 0 0 o v E= XIMPORTANT9fiF"PnIE ENGNEERLn PNolwcls, u!c WARN ING""''"Ls ni°"niL LXunML cuTE TC LL 40.0 PSF REF 8235--70992 SHALL NOT BE PLSPUNSIBLE FOR ANY IN HANDLING. L14LCIIUN AND P.'"SIFIC (. ATRUSS `OP qT' TC DL 10.0 PSF DATE 10/10/95 UAILURION FBUI THIS DESIGN OR THESE SPECIEICATIOJIS, OR ANY BOACIND. SEE MIB-9I BY EP SEE iSIS OESIGN V •FAILURE TO BUILD THE TRUSS IN COIJFORMANCE WITH OSTBB BY TP(. FOR ADDITIONAL SPECIAL PERMAtJEIlT BNACIMG PEC ALPIIIE COtlECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OIIIPEMENTS. UNLESS OTNERWiSE IIJDIDATED. TOPIBC DL 5.0 PSF DRW HCIJSA235 952833 A446 GR 8 EXCEPT AS NOTED. APPLY COIWIECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER t ., STATE OFBC LL 0.0 PSF HC ENG AMB)4 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �,: ICONNECTORS PEP DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE Q 'CONFORM W/APPLICABLE PROVISIONS OF IMS 0 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/911 FOR PROPEP �..,,Rte E •� TOT.LD. 55.0 PSF02SEAL DN THIS DRAWING APPLIES f0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURIIISH A COPY OF THIS DUR.FAC. 1 -00 QOOQQO IN 211LY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONIRACTUR. �--TPI - TRU55 PLATE INSTITUTE, NDS - 1971 NATIONAL DESIGN SPECIFICAfTON FOR WOOII I:0II1,I000ITON SPAC NG 24.0" Job: (4239--TREVETT HOMES) / f3 17'6'4 Floor Truss v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ n BOT CHARD 4x2 SP #2 N c: WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/955.42 TOTAL LOAD. m m + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH "u NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED ,.Y TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. Ln SHIM ALL SUPPORTS TO SOLID BEARING. c(Dn ti PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 154.15 LBS. m w m 0 IU 4X4 6'2" �- 1 t8" I 7,8r 1Rm I 1.5X3 (R) X X X3 I.SX3 3X3X 4X7 I.SX3 3X3 + 1.5X3CR) m 10'1'2 4X4 2 5X4-- 3X3 X3 373 4X4 X4 14' 1"12 3'4"8 ---� 2�4 2X4 3X3 2X4 17'6"4 OVER 3 SUPPORTS R=744# W-3"B R-1152# W=3"8 R=154# W=3" Seq: 55982 PLT. TYP.- ALPINE DESIGN CRIT TPI F _ - - Rev 17.3t SCALE - 0.3750 C� O C= C7 O O **IMPORTANT**' PIf1E ENGINEERED PROOUCTS, It- WARNING1R055:E51fEUUItiE EXTREME CARE F�.�ER•P.F'•'.,,� TC LL 40 .0 PSF REF 8235--70993 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND P••ZIFIC •N 0 0 0 0 o jv`�P 3 i� TC DL 10.0 PSF DATE 10/10/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AtiY BRACING. SEE H15-91 BY iPl. SEE THIS DESIGN / yy C7 C= O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE /►�a 0 O � ALPINE CQUUECTORS ARE MADE OF 20GA G4LY. STEEL MEETING ASTM OUIPEMENTS. UHLE5S OTHERWISE INDICATED, TOP �1 'VVYY////�- BC DL 5.0 PSF ORW HCOSR235 95283502 O C= C= A446 GP H EXCEPT AS NOTED. APPLY COINlECTORS TO EACH FACE OF CHORD SIIAI.L BE LATERALLY 8RACEO WITH PROPER ,,,/ ALPINE p IHUS5 Mill UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED i.I.YWOOD StILATH111G. BOTTOM CHORD STATE OF ;• BC LL 0 .0 PSF HC-ENG AMBhL, y p CONNECTORS PER DRAWINGS 130, 150 C 1600-F. DESIGN STANDARDS WITH PROPERLY kiiALtN:D RIGID CEILING -- SEE ...... G. CUNFGRM N/APPLICABLE PROVISIONS OF NOS E TPI. AN ENGINEER'S ALPINE TECHIiICAL UPDATE tY/f/9If FOR PROPER ''' TOT.LO. CJS 0 PSF II'U�IIYII�,I�I��I�I II) TRUSS it 999999�,'I�' Q O SEkL IN! TNIS DRAWING APPLIE5 TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FVWlISH A COPY OF THIS DUR.FAC. 1 .00 0 � I O � O '",2=L ANO SHALL NOT BE RELIED UPON IN ANY Ol1iER WRY. DESIGN TO THE TRUSS ERECTIUI!CDNIRACTOR. --1P[ - iqu55 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPACING 24•0" Job: (4239--TREVETT HOMES) / f4 20'6'4 Floor Truss THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #2 Dense : B2 4x2 SP #2 N: c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. U) + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ^� NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED :'.Y TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. Ln SHIM ALL SUPPORTS TO SOLID BEARING. LLn PROVIDE HANGER AT RIGHT END OF TRUSS FOR 148.46 LBS. OD w Ln 0 Ln L 9.2" 7.8" f 4X4 2.5X4 T 1.5X3 (R) 1. R :» 1.5X3 (R) Xq 2.5X4 X 5 X4 X4 4XQ 1.5X3 3X3 + m m ~ BZ 10'1"2 4X4 X4 2.5X4 3X9 3X4 3X4 4X 24 17' 1"12 3'q 8 --� 2�4 2X4 3X3 2X4 20'6"4 OVER 3 SUPPORTS R=912# W=4"15 R=1335# W=3"8 R=148# W=3" Seq: 55979 P1-T. TYP - AI_PTNE DESIGN CRIT TPI F - - Rev t7,3t SCA o 0.3750 **IMPORTANT*wIPINE ENGINEEHED PHOPtIVS, INC WARNING""'°'"'`' IUmrIHI LXHUML CANE `�ERPp/ TC LL 40 .0 PSF REF R235--70994 I;HALL HOT BL PEVONI IULL FUH ANY DI HJ.NDi IN6. LFUCIIHN AND P°'SIF�7/,, l� L� p p O DEVIAI(UN FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SLE HIB-91 Hf IPI. SEE IHIS DESIGN �G�� 9 F1.� TC OL10 .0 PSF DATE 10/10/95 C� C1 [� O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTHB BY TPI. FOR ADDITIONAL SPECIAL PLPMAIJEIJT BRACING RE �t� a O O G O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIIJEMENTS. UNLESS OTHERWISE INDICATED, TOP •� BC DL 5.0 PSF DRW HCUSR235 95283505 O A446 GP B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL HE LATERALLY BRACED WITH PROPER STATE OF A L P INE p TNUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF HQ-ENG AMB+w V'/ p p CONNECTORS PER DRAWINGS 1130. 150 C 1604-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE IL IfJG -- SEE "�SI'�J.�. . .'af,� CONFORM W/APPLICABLE PROVISID145 OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/11/911 FOR PROPER `*'rPE(��" "' LSPA]C T.LD. 55.0 o TRUSS Q o 9 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS AC. 1 O C= O p p 0 IN ONLY, All] SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO Tiff TRUSS ERECTI(AJ CONTRAC TGR. •--iPl IR1195 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTPUCTIOtI NG 24.0" Job: (4239--TREVETT HOMES) / F5 1B'10'4.Floor Truss THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. m BOT CHORD 4x2 SP #1 Dense c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. U) m + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE:: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED ]Y TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR, U1 to PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1036.98 LBS. Ln W CD W UI O d �--2 6 —� 4X4 11 '2" 1.5x 118" 4X4 6'0"4 1.5X3 (R) 4X4 3X34 2.5X4 i . X3 3X54X4 +1 I.SX 3(R) CD m 10'1'2 4X5 3X X4 2. X4 X3 4X4 -X 4X 4 18' 10"4 OVER 2 SUPPORTS 2X R=1037# W=3"B R-1037# W=3" PLT. TYP.- ALPINE T T - Rev 17.3t SCAL 5 0.3750 C= O O Q O CI '*IMPORTANTI[�/ALPIINE ENGINEERED PRODUCTS, INC. WARN INGtHN55E, REQUIRE EXTREME CARE �(ER.PF/ TC LL 40 .0 PSF REF 8235--70995 7C 7CBHALL NOT BE PE5PONSIBLE FOR ANY llN HANDLING. ERECIION AND P''tIFIC 0ATRUSS ' TC DL 10 .0 PSF DATE 10/10/95 pAILUTION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE L 8-91 BY TPI. SEE TNIS DESIGII O t5O FAILURE TO BUILD THE TRUSS SN CONFORMANCE WITH 05788 BV 7PI. FOR ADOtTIINNAI SPECIAL PERMARENT BRACINGREQ �ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UTA.ESS OTHERWISE INDICATED, TOP �1 8C OL 5.O PSF DRW HCUSR235 95283504 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BPACED N11HPROPER IIJ tRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD '•, STATE OF / BC LL 0 .0 PSF H -ENG AMBj+LpCONNECTORS PEP DRANINGS 130, 150& 160A-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING -- SEE �S......Com] CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER •,,, „ TOT.LD. 555.0 PSF �oSEAL ON THIS OPAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A CGP( OF THIS DUR.FAC. 1 .00 O Q O p Q Q IN ONLY, ANO SNALL NOT 6E RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. +--7P1 - tGl15S PLATE INSTITUTE. 11DS- 1991 NATIONAL DESIGN SPECIFICATION FOR NO(NO CO145TRUCT ION SPACING 24.0" Job: (4239--TREVETT HOMES) / f6 16'10'4 Floor Truss THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #12 N c WEBS 4x2 SP #13 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. N m + 2X6 #13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ^� NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED ::Y TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. cn to PROVIDE HANGER AT RIGHT END OF TRUSS FOR 926.98 LBS. U1 R1 m w U1 O 01 �-2 6" --� 9'2" 1 '8" 6.0„4 4X4 I q 4 1,5X3 (R) Xq 2.5X4 4 I X3 1 .5X3X4 AX4 + 1.5X3CRj PO m 10'1"2 4X4 X4 .5X4 3x. 3X4 4X4 2 4 16' 10"4 OVER 2 SUPPORTS 2X R=927#1 W=4"15 R=927#E W=3" PIT TYP - AI_PTNE R TP F - - Rev 7 3t SCAL 560 3750 o 0 o G **IMPORTANT**AIPIIJE Et1GIJLERED PRODUCTS. INC WARN INGIIID5:" IILUUUIE EXINEME CANE ERP, c� TC LL 40 .0 PSF REF 8235--70996 SHALL NOT BE RESPONSIBLE FOCI ANY IN HANDL IDG, ENECiION AND MESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 HY IPI. ♦i DEVIATION FHUM THIS DESIGN OR SEE THIS DESIGN //.�(1�Q, 9 Ttl` TC DL 10 .0 PSF DATE 10/10/95 FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANEiIT HRALING RE // O O r O ALPINE COMILCIORS APE MADE OF 20SA GALV. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHEPNISE INDICATED. TOP 4�t• S BC DL 5.0 PSF ORW HCUSF1235 95283506 CCC] O CI O A446 GN H EXLLPT AS NOTED. APPLY CONNECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY UPACED WITH PROPER 0 -0 PSF HC-ENG AMBA— ALPINE STATE OF LJ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD `C+ BC LL p C= LUNI:EI:TUPS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIU CEILING --SEE ��,� .�1. •�/ t 4 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI AN ENGIIIEER'S ALPINE TECH141CAL UPL'AIC 17/1/911 FOR PROPER '*.,,,REti E�' TOT. 55./Y0�� PSF o TRUSS SEAL ON THIS DRAWING APPLIES TO THE COMPG14ENT DEPICTED HERE DRYWALL APPLICAIION F-ARIISH A CUFY OF THIS OUR.FAC. 1 .0 0 I I I II I� O C� (� O III NtA.Y. AND 5HALL FIOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE IRU EHCCJION CINIIHACTOR. 6 ”-.-IPI - TRUSS PLATE INSTITUTE NOS- 1991 NATIOIIAL OESIGN SPECIFICATION FOR WOOD CONST RIICT IUtI SPACING 24.0" Job: (4239--TREVETT HOMES) / f7 15'10'4 Floor Truss THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #12 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #12 N cz WEBS 4x2 SP #13 TRUSS DEFLECTION MEETS L/999 LIVE AND L/830.25 TOTAL LOAD. m m + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ^' NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED LY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. Ln (13 PROVIDE HANGER AT RIGHT END OF TRUSS FOR 871.98 LBS. Lnn r m w Ln 0 V �-—2 6 —� 1 4X4 8'2" 11.513 13X3 6'0'4 1.5X3 (R) X4 2.5X4 4X4 1.5X3 3X34 4 1.5X3 LR) GO a) 10'1"2 4X4 3X4 .5X4 4X4 3X3 3X3 4X4 4-1 2 4 15' 10"4 OVER 2 SUPPORTS 2X R=872# W=3"8 R=872# W=3" PI-T, TYP.— ALPINE T T — — Rev 17 SCA 5 0.3750 C=] 1-1 O G O Cl **IMPORTANT*WLPINE ENGNIEERLD PITO1UCI5. 114C WARNING::"!"U, I.IU11'1'L LXIULML CANE TC LL 40 .0 PSF REF R235--70997 SHALL NOT BE RESPONSIBLE FON ANY lU NAULN.ING, ERECIIOH AND P Q{tFICgT,L OAT DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. 5EE THIS DESIGN ( G3 • TC DL 1O.O PSF GATE 10/10/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS168 BY TPI. FUR ADDITIONAL SPECIAL PERMAt1EUT BRACING+RE , � �ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 11 1 ,// BC DL 5.O PSF DRW HCUSR235 95283507 A446 GR B EXCEPT AS NOTED. APPLY COINTECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPEgTATE OF jTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHER PLYWOOD SHEATHIINi. BOTTOM CNORDrBC LL 0.O PSF H —ENG AMB'• oc, �COHt1EC10P5 PER DRAWINGS 130. 150 6 IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILIUG --SEE '+�iSjj ._'' TOT.LD. 55.0 PSF Q F.TINFOI+M MJAHf•LICABLE PROYISIOFS OF NOS 6 YPT. AN EflGIUEEH'S ALPINE TECfp11CAl. UPDATE (7/1/611 FON PHUPEN ._..__....OSfal Utl 1111E Uf1AWING APPLIES TO Tiff COMPONENT DEPICTED HERE URYWALL APP ItAtiUli flNNli'di A COPY OF IMS DUR,FAC. 1 .00OOC..7 OO Ill U1N.I, AND 5HALL NOT BE PELTED UPON IN ANY OTHER MAY. DESIGN TO PIR IINI•.,S 111tCT1H11 CTNlTHACI'DR. li•I - iiN 1:,5 PO ATE IN5111111E. IID$- 1`.N11 NAT 10MAI DESIGN:iPEG.lf IG.AI 1811 ffil+WIHIII I:OIF,If1U1;11NNSPACING24.0" Job: (4239--TREVETT HOMES) / fS 29'5- Floor. Truss - THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #2 N c: WEBS 4x2 SP #3 In m TRUSS DEFLECTION MEETS L/999 LIVE AND L/811.90 TOTAL LOAD. ru + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH w TO EACH TRUSS WITH 3-lOd NAILS. STRONGBA '! MATERIAL TO NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEe BE SUPPLIED BY ERECTION CONTRACTOR. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. cn 0 SHIM ALL SUPPORTS TO SOLID BEARING. ry m PROVIDE HANGER AT RIGHT END OF TRUSS FOR 453.26 LBS. w Ln 0 m �LU 8'2 ( 6' 12 1 .5X30 -r- 3X X3 XQ ,5X4 4X4 .5X X4 4X7 X X X4 4 X4 -�- t.5 X 3 (,R) 4 4X4 X3 2.5X4 X3 X4 4X4 Q 4 1.5X3 2 XQ X 3X 2.5X4 2 -i _+1 0'1'2 r 4X 24 �I W=1X42 2.5X4 1.5X33„ .5X3 �——- - 32'5" --� OVER 4 SUPPORTS R=842# W=3"8 R=1353# W=3"8 R=933# W=3"B R=453# W=3" Pt-T. TYP - ALPINE T R p _ SCA 560 . eq R v 7. t SCA56010 Q. 1875 E-, �� -, **IMPORTANTLP,HE EH�IHELI,LII .171HlN;ly. WARNINGHI,:.I,.IAI,HI„L Lx7H1ML cAIIF �(E -PF/yam TC LL 40 .0 PSF REF a235--posse r7 [_ o SHALL NOT UE RE5PDHSIULE FDR ANY IH HAIIIA Hw• LILLIIU11 ANU P,��SIF(Cq�;•�(. OLVIAIIUII FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB 71 b! IPI. SEE THIS DESIGN U 9 F•• TC DL 10 .0 PSF DATE 10/10/95 L—� G7 F� C ) FAILURE TO BUILD THE TRUSS IN CO!"PMANCE WITH GST88 BV TPI. FUR ADDITIONAL SPECIAI. I•EHMANENT BRACING RE / ;, �'�� n C� C7 C� ALPIHE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING A57M GUIREMENTS. ONLESS OIHERWl`,E IIIIICATED. TOP S�1 BC OL 5.0 PSF ORW HCUSF1235 9528315-018 (�7 C� p p A446 GR H E$CEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHUM SHALL BE LAILPAHLf 8RAGED WITH PROPER ST OF /. BC LL O O PSF HQ-ENG AMBH�- ALPINE C1 IRU55 AHD UNLE5S OTHERWISE LOCATED ON THIS UESI(A POSITION Lf ATTACHED PLYMUUU LIW AIHUIG. bOr1UM CINND (G c= C� r.IUHNLr,r;,rr.;PER GRAN INGS 170. 150 S 180A-F. DESIGN BIRlAIAROS NiTl1 PROPERLY AITACHIEU IIID IO LE II IWa --SEF •'CG'�['f 4 1!1)4 d C7 C('IiFNHM W/AHFI ICABLE PROVISIONS OF NOS 6 IPI AN EHGINEEH'5 ALPIHE TECHNICAL NI'DAIL 17/3/011 FUH PR0I1R ,,,REOEN• TOT.LD. 55.0 PSF TRUSS .EAL OH THIS DRAWING APPLIES TO THE COMPONFNI OEPICIEO HERE DRYWALL APPLICAFION F'.WHIyH A COPY OF [HIS 99 c1 OUR. . 1 .00 C7 C=3 Q C= E=3 p IN UNI f. AIN) SIIAI I_ IGT BE REI TEO UPON IN Aur UIHLH MAY. UESIGN TO THE TRUSS Era Ll ilrtl CONIFIACri"'I B - 11'1 - IIom'i PLATE IN5ilI ITF. THIS - 11.01 HAIIIIfHAI DESI611 SPLCIFILAIIIIH 10H NtHal CON•AW11:11UN SPACING 24.0" Job: (4239--TREVETT HOMES) / f9 10'2'4 Floor Truss y THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #2 N a WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/804.44 TOTAL LOAD. N m REFER TO TPI RECOMMENDATION HIB-91 AND PCT-80 FOR BRACING n) NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION w UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED 'Y TRUSS FABRICATOR. CONTRACTOR. Ln PROVIDE HANGER AT LEFT END OF TRUSS FOR 560.31 LBS. Ln fU W W U1 O IO f 2 6 -1 4 3"2 -� 1'B" --�- 4'3'2 - --� 1.5X (A1 X4 1. X3 1 . X3 2.5X4 3X I 1 .5X3 (R) IT 5 10'1'2 X X4 2.5X4 X `��'t•'�- X4 10 2"4 2X OVER 2 SUPPORTS R=560# W=3" R=560# W=3"8 PLT, TYP - ALPINE TP F Rev 7 SCA• 560.5000 C= cI [_I f= cI o **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. WARNING""'s,Es nlOfNnL E`1"EHE CANE /�gER•PF/ TC LL 4O .0 PSF REF R235--70999 _ SMALL tWli flE nL.POrN:;nftE FOR ANY DN HAUTA Nx;, LNLCIION AND P•�tFIC •ti O V _I CI C7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9t BY IPI. SEE THIS DESIGN O C7 O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERML14ENT BRACING RE D !! TC DL 10 .0 PSF DATE 10/10/95 v' " L= G7 Cl CI ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED, TOP •1 'I�- BC, DL 5.0 PSF DRW HGUSR235 95283509 p O O Q A446 GR B EXCEPT AS NOTED. APPLY CONNECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED 11IIH PROPER E gTATOF !/17 A L PINE l� TRUSS AND URLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD `•, [K' BC LL 0 .O PSF HC-ENG AMB p CONNECTORS PER OAAWDNGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE ` •';2pFq '•� O- ❑ �`�` 0 CONFORM W/APPLICABLE PROVISIONS OF HOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE O/1/911 FOR PROPERANGy TOT.L D. 55.0 PSF p T� `UJ S p SEAL ON IHIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS �:... OUR.FAC. 1 .00 p p 111.21 IL Y, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Y�{ 0 9 l - 781155 PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24 V" a Jab: (4239--TREVETT HOMES) / f10 13'3'4 Floor Truss THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #12 N � WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/875.71 TOTAL LOAD. In m + 2X6 #13 HEM—FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH nj NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO w UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED :;Y TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR, cn PROVIDE HANGER AT LEFT END OF TRUSS FOR 458.74 LBS. SHIM ALL SUPPORTS TO SOLID BEARING. Ln ti PROVIDE HANGER AT RIGHT END OF TRUSS FOR 417.83 LBS. m w cn 0 �--- 2-6- --� � N J-22-5 X ' 10"8 --+ — -- 3'4" 12 ----+ 1 '8" 3' 11"4 -1 1.5X3 (R) X3 2 5X4 3X4 4X4 I .SX3 2.5X4 2. X4 1 .5x3 ta) O 10'i"2 .5X4 1. X 1. TT—XiMNIX 3 3x 2!bX4 2X4 7'0"4 6'3" X4 44 13'3"4 OVER 3 SUPPORTS R=4591 W=3" R=583# W=3"8 R=418# W=3" Se 56039 PLT. TYP.- ALPIN - - Rev 17.3t SCAL - 0,5000 **IMPORTANT* **ALPINE PNGNJPEHED PgUUDDT9, INC. WARNING,' NEUUIHE EXTREME CARE /,gEFt ,, TC LL 40 .0 PSF REF 8235--71000 O C7 C7 O 41 SHALL JOT BE RESPONSIBLE FOR ANY IN HAtAJLIUti, ERECTION AND PSIFICgr•ti DEYIA fT ON FPDN THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGNG����pp 39999�_�_F••� TC DL 10 .0 PSF DATE 10/10/95 [� C= p O FAILURE TO 8UIL0 THE TRUSS IN CONFORMANCE WITH OSiBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �' �'7 (�a':� O O p C= ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �1 6'L� 'Q� BC DL 5.0 PSF DRW HCUSR235 952835 .1f0 C= O C= f= A446 GR D EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER STATE OF J/.t7 0 0 PSF HC—ENG AMBAt_ V" I==) p TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD ••'••,_ BC LL ALPINE �+�F2oa1o4:' p p CONNECTORSOPW/PPR DRAWINGS VIS 150 6 1604-F. DESIGN STANDARDS WITH EPROPERLY TECHnI ATTAl:HEO RIGID CEILING PR SEE •'�, `� TOT. llllflll lllllllllllll11f111111111 „�' LD. 55.0 PSF DOIJFGPN.N/APPLICABLE PROMS IOtJS OF rJ05 C TPS AN ERIF,T NEER•$ AIPIfJE TECIN{ICAL UFOAtE 17/1/511 FOR PROPER 'rRED�.•''+ �' TRUSS p SEAL GN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 o DUR.FAC. 1 .00 p C= O O L� p Ill ONLY. ATY7 SHALL HOT BE RELIED UPON IN ANY OTHER MAY. DESIGN ION TO THE TRUSS ERECTION CGJTRAC TDR. .1 . IPI - TRUSS PLATE INSTITUTE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4.0" Job: (4239--TREVETT HOMES) / fil 9'7'4 Floor Truss - THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/803.63 TOTAL LOAD. In m NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED" PROVIDE HANGER AT LEFT END OF TRUSS FOR 528.23 LBS. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. cA` PROVIDE HANGER AT RIGHT END OF TRUSS FOR 528.23 LBS. to Ln Rt 03 w CTI 3' 11"10 -+- 1 '8'. 311101 .5XtAX3 X4 I X3 1.5X3X4 3X T 1.5X3 (R) T aD m /}1 SO'i"2 x 5x4 .5x4 x 4 �`tt�� 9'7"4 —� X4 OVER 2 SUPPORTS R=52B# W=3" R=528# W=3" PI-T. TYP - ALPTNE nESIGN CaIT TPI F - Rev 17.3t SC56035000 **IMPORTANT**"'PINE !tRilliLLNID 111UH111:1)1. NA; WARN INGH11l•,.,1 , 111,3111111 LYNWML NA1LL I�EfiPF/ TC LL 40 .0 PSF REF 8235--71001 SHALL NOT OE RE5PDNSIHIf FUH ANY 111 IIhUU11NU, LRtCl[Otl AND : P'Ptl�icgTT, I'- C_I —A— 1=3Ct WEYIA11UN FHUM THIS DESIGN ORTHESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-U) BY LPI, SEE THIS DESIGN GF!'• TC DL 10 .0 PSF DATE 10/10/95 C=I O C] FAILURE TO UUILU THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 1+ 1= O At PINE [AMIJECINRS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM GOIREMENIS. INILfSS 0111LIIWI':E INDICATEO, TOP ��1• Bl. DL 5.0 PSF ORW HCUSA235 95283511 C=1 O C-1 C--11 Ad<U GR b FACtPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALT_ BE IAILRAI.LY UUI.CED MI tit FHOPER STATE OF BC LL 0 0 PSF HC-ENG AMBIT- V ALPINE t= TNUSS Atli)UNIE'iS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATIACN4ED PLYWOOD SHEAIHING. BUTTON CHORD ' •• y � � ,� CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE CONFORM H/APPLICABLE PROVISIONS OF FADS 6 TPI. AN ENGIHEEA'S ALPINE TECHIIICAL UPDATE (//1/911 FOR PROPER AEDE TOT.LD. 55.0 PSF cI To '''--''` ;E AL ON THIS DRAWING APPLIES TO THE CUMPGNENT DEPICTED HERE DRYWALL APPLICAiiON. FUHtI[511 A CGPY OF THIS C=3 RUSS o OUR.FAC. 1 . 0 IN UtA.Y. AND SHALL N01 BE RELIED UPON Tit ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CON IHAC TOR. C7 � T� C7 = O �.._iPl TP L155 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOU CGtt`iT RtiC,ION SPACING 24.0" Job: (4239--TREVETT HOMES) / 112 9'10'12 Floor Truss THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ n BOT CHORD 4x2 SP #2 N c WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/801 .49 TOTAL LOAD. U) m NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED' UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. L" PROVIDE HANGER AT RIGHT END OF TRUSS FOR 544.27 LBS. U3 Ln R1 m W UI r+ IU �--2 6 1 .5Xte3 4. 1"6 --1-1.8• -- 14. 1"6 – -1 X4 1 .5X3 1.5X3X4 X T1 .5X3 (R) T 10'1"2 X .5X4 .5X4 X 9' 10"12 X4 OVER 2 SUPPORTS 2x R=544# W=3"8 R=544# W=3" P(_T, TYP.- ALPINE TP F - Rev 7 3t SCALE -0 .5000 **IMPORTANT**ALPINL LNGINLLHtD PHOIMICIU. INC WARNING'"""""°""" `"NnME Dant ��ER.... TC LL 40 .0 PSF REF 8235--71002 C= C.7 511ALL NOT BE WE5PUTTSIULE FOR ANY IN 1fAifIN 1111., ERLLINR4 AND AP'•' '(1F{(•`••ti.� TrAPINE OLVIAIIUN FHOH THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 UY 1P1. SEE THIS DESIGNy�G�P 3 Tom'• TC DL 10 .0 PSF DATE 10/10/95 C7 FAILURE TO UUIID THE TRUSS ITT CONFORMANCE WITH OSTBB BY SPI. FOA ADOI7IONI-L SPECIAL PERMANENT BRACING RE C7 ALPINE CONNECTORS APE MADE OF 20GA GA/V. STEEL MEETING ASTM OUIREMENTS. UNLESS DTIIEAW15E INDICATED, TOP I•i BC DL 5.0 PSF DRW HCUSF1235 95283512 A44G UH U EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHAI 1. BE LA IEPALLY UHAI:ED WITH PgUPER STATE OF BC L L 0 .0 PSF HC-ENG AMB fsrr V'/ l� INUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOT IOM CHOND O ONNECTORS PER CONFORM W/ADPL ICABLETGS 130.PROVISIONSOOF HOSACFTPI, ANNENGINEERR''S ALPINS WITH EATTECHNICALPLY TACHED UPDATER(7/D/911 LING--SEEFOR PROPER �5�,,, prn� CCC""``��� TOT.LD. 55.0 PSF � �����I�������'��ISEAL OH THIS GRAMIRG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPYVOUR.FAC. 1 .0O � !Io,O C= QQO IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTIt✓J CONTRACTOR. 1 2 A --IPI - HUISS PLATE INSTITUTE. ODS - 1001 NATIONAL DESIGN SPECIFIC.A110H FOR W6011 f.T:NSTNIIf.TTON PAC NG 24•0" CITY HALL ATL BCH TEL No .2475805 Nov 30 ,95 14 :57 No .011 P .01 671W APPLICATION FOR WATER AND/OR SEWER TAP APPLICAST NAME MAILING ADDRE8S0•k0' /POU "�.Q./U1�C�.sc.-e .��.2 �� C .3���'/?vo l PHONE MUMMER 23 S�' DATE SERVICE RBQUESTED SERVICE LOCATION, DATE SENT TO PUBLIC WORKS �l 2U '91� DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: l S t-A,✓arc D _ MER: _ OTaER PRICE QUOTE PREPAR19D BSC:_,, s InI� 8 a ure i t I e DATE OWNER NOTIFIED 17 3 GA w 2 --F- T v v v 2' 3' APPROVED CITY OF ATLANTIC BFACII C 24 BUILDING OFFICE = T 1 CJ 3 NOV 3 0 1995 v T9 C 22 JBX 21 to U-) ,y§� a4P t C 30 j C:)C 31 � C 32 o i W10 r C 33 ;� 41 ,i IJ LO' 2' �o In H � _ H 44 ' JOB DESC . : TREVETT HOMES Scale: t� � 18« 0 ES INC . J08 LOC . FYFFE RES DESIGNER AMB Jot? (tony--mise.) / GAi 10' Common THIS ONS. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N - - PROVIDE UPLIFT CONNECTIONS AT BEARINGS-AS-INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 120 PLF 200 200 n WEBS 2x4 SP #2 N BRG.LOC (FT) : OVER CONTINUOUS SUPPORT 3.00 "7 .00 TRUSS DESIGNED FOR 110 MPH WIND, 22.22 FT MEAN HEIGHT, N WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 11 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. W SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. a -------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC - From 204 PLF at 0.00 to 204 PLF at 10.00 l0 BC - From 20 PLF at 0.00 to 20 PLF at 10.00 ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. 0 N FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP N) FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. CHORD. REFER TO DRAWING GE-001, GE-002, OR 876, 719 FOR STUD FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO N TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING O THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE ROOF AND CEILING DIAPHRAGMS. GABLE END SHEAR WALLS, AND RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. LATERAL RESTRAINT TO THE GABLE ENO. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4 107 2X4 (A 1) X4 (A 1) ri 19'11" 5-0-0 to, OVER i SUPPORTS R=560 plf W=4' PLT. TYP - ALPINE CRIT P _ - Rev 7 SSC CA: 5540 5000 **IMPORTANT*WLPINE ENGINEERED PRODUCTS. INC W AR N I NGTRUS 'SES REQUIRE EXTREME CARE TC LL 30.0 PSF REF R235-70002 t� O O O O O SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND O C= O O C-:3 DEVIATION FRDM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN `vNqAMNryp TC DL 7.0 PSF DATE 10/09/95 _ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,}`%�R••••NS O O G O ALPINE CUNNECTDRS APE MADE OF 206A GALV. STEEL MEETING ASTM OUIRENENTS. UNLESS OTHERWISE INDICATED. TOP Q,tlilr •�!•� BC DL 10.0 PSF DRWHCusR235 95282520 C= O O t= A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER ( T 9 • BC LL 0.0 PSF —ENG A mEMC L C= A L P I NE O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD A C CONNECTORS PER DRAWINGS 130. ISO C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE • TOT.LD. 47.0 PSF C=3 TRUSS C= CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER J1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1, OUR.FAC. 1 .33 a IN DNA./, !1!2 SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TROSSERECTION CONTRACTOR. O O C O G O -.-1✓i ]PUSS RUC PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTTION �A/•MA•AD1E�1\\\\\ SPA I NG 24•0" A Job: (42398--TREVETT HOMES INC.) / T2 .. THIS OIG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) � BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 380 380 c WEBS 2x4 SP #3 BRG.LOC (FT) : 2.13 7.46 N : Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' TRUSS DESIGNED FOR 110 MPH WINO, 22.41 FT MEAN HEIGHT, D : Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^u ENCLOSED OR FULLY OPEN BUILDING. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn R1 m 11.1 Cit 11.1 4X4 1 .5X3 1.5X3 10 p 3X4 X4 T 3x7 (E3) 3X7 (E3) 9.13 5 hml 4 ) 2.5X4 2.PX4 L 2. 1.18 5.4--1 +-2'6"7 -•� 5-0-0 5-0-0 1-6-0 10-0-0 1-6-0 �- 10 ' OVER 2 SUPPORTS R=58111 W=4"15 R=581# W=4"15 PLT. TYP.- ALPINE CRIT TP F - Rev 7.3t SCALE 550 3750 **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. W A RN I NGTRUSSES REOUIRE EXTREME CARE IC O C= C= O O SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND �'••tI�wRAI� •• TC LL 30 .0 PSF REF 8235--70090 C7 O tC O DEVIATION FHOM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HTB-9t BY TPI. SEE THIS DESIGN \ Q`��F�Q7 F9 A, TC DL 7.O PSF GATE 10/09/95 O C= O C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PE 7Z• Q)1[ [� CC [= C= ALPINE CONHErTUHS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREF£NTS. UNLESS OTHERWISE INDICATED, TOP ���T 9 0`�••�1 BC DL 10 .0 PSF DRW HCUSR235 95282521 C7 O [� IC A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERAILY HPACED MI1H PROPER �LIAIOOF, �+A L P INE — TRUSS AND UNLESS OTHERWISE LDCAIED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SIIEAIHTNG. BOT10M CTWRDBC LL 0 .0 PSF H -ENG AMBhLy CONIJECTORS PER pRAN1NG5 f30. 150 C tGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING ---SEE • ;' TOT.LD 47 O PSFCOLIFORM M/APP((CABLE PROVISIONS OF IVIS 6 TPI. AN ENGINEER'S ALPLTlE TECIRNICAL UPOAIE V/L/971 FOR PROPER �j __ 111111011pi oTRUSSSEAL ON TH75 OTIAMING APPLIES TO Ttf COMPONEN/ DEPICTED MERE DRYWALL APPLICATION. FUHFI151 A COPY OF TM15 :RE1 �► •' ouR.FAC. 1 .33 C7 CI O C= C O IN ONLY. AIM] SHALL NUT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '•••' "--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION SPACING 24.0" Job: (42396--TREVETT HOMES INC.) / G03 10' Common Girder THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N -- PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. ASCE 7-93 I BOT CHORD 2x6 SP #2 UPLIFT (LB) : 2620 2620 n WEBS 2x4 SP #3 BRG.LOC (FT) : 0. 12 9.46 : Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' TRUSS DESIGNED FOR 110 MPH WIND, 22.82 FT MEAN HEIGHT. N : Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' RESIDENTIAL BUILDING TYPE, 100 MILES FROM OCEAN LINE, CLOSED BUILDING, EXPOSURE D. N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. LnN OD N OI N N 4X6 (R) 3X7 3X7 10 p 3X4 X4 5X4 (C4) T HT 5X4 (C4) 9 13 19'11` 3X4 (C4) 3X5 6X7 3X5 3X4 (C4) 9'4"1 5-0-0 5-0-0 10' OVER 2 SUPPORTS R=3726# W=4` 15 R=3726# W=4'15 PLT. TYP.- ALPINE CRIT TP Rev 30 . 17.3s SCA 13055000 **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC WARN I N GTg11SSES REQUI13E EXTREME CARE TC LL 3 O .O PSF REF R235-70091 SHALL HOT BE RESPONSIBLE FOR ANY IH HAHOLING, ERECTION AND C=3 L7 C7 OEVIATICN7 F140M THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - TC DL 7.0 PSF DATE 10/09/95 CJ L= O Q FAIl11RE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB BY TPI. FOR AODITIONAL SPECIAL PERMANENT BRACING RE E dALPTNE LUNNECtUNS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP � � f_ ZI IC' BC DL 10 .0 PSF ORW HCUSR235 95282522 A446 GR 0 EXCEPT AS NOTED. APPLY CONplECTOPS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER (f�.yP!{ �gr}—� �+ Y �ALPINEO TR 155 alp UNLESS OTHERWISE LOCATED pFl THIS pESIGN, Pp5Ti10N LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD �3 —y _'�' BC LL 0.0 PSF -ENG MCL Y Q CUNHECT/IRS PER DHAWINGS 130. 150 6 •GOA-F. DESIGN STANDARUS WITH PROPERLY A71ACHE0 RIGID CEIL114G --SEE �. i�"Mt ,^ ' TOT.LD. 47 .O PSF d ����� LONi ONM N/APPLICABLE PROVISIIX/S OF 1105 C TPI AN ENGINEER'S ALPINE TECHNICAL UPDAIE 17/1/911 FOR PROPER SEAL ON THIS OHAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWALL APPLICATION FURNISH A COPY OF THIS S � • I DUR.FAC. 1 .33 IN ONLY. AND SMALL NOT DE RELIED 11PON LIT ANY UTl1EN MAY. OES[GN TO THE IRii55 ENECTIUN CONTRACTOR. c- 1= ..TPI - IHOS�PLATE INS11H1TE. 1IDS - 1991 NATIONAL nESIGN SPECIFICATION FOR WOOD CON51WICTIUN '•:'. cE��' SPACING SEE ABOVE JD& (42398--TREVETT HOMES INC.) / GA4 12'2" Common THIS DWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS-AS INDICATED. (SBC) I BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 120 PLF 300 300 n WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT 4.00 8.17 c TRUSS DESIGNED FOR 110 MPH WIND, 22.67 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. N W SPECIAL LOADS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. U1 -------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TC - From 204 PLF at 0.00 to 204 PLF at 12.17 t0 BC - From 20 PLF at 0.00 to 20 PLF at 12. 17 THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP N CHORD. REFER TO DRAWING GE-001, GE-002, OR 876, 719 FOR STUD m FOR GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO N FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING Ln FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE (U RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO W THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. DESIGNED BY THE BUILDING DESIGNER. 4X4 1OF zz 2X4 (Al) X4 (Ai) 19'11' 6-1-0 6-1-0 12'2" OVER 1 SUPPORTS R=681 plf W=4' Sew 55484 PLT TYP - ALPINE CRIT Rev 17.3t CAL - 0.5000 C=3 p O O C= [_ **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. WARN I N GTRUSSES IIEGUI14E EXTREME CARE TC LL 30 .0 PSF REF R235-70092 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND C=ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/09/95 FAILUPE TO BUILD THE TRUSS IN CONFOPMAHL'E WITH OSTUB BY TPI. FUR ADDITIONAL SPECIAL PERMANENT BRACING.RE • •ALPINE COHNECTDPS ARE MADE OF 206A GALV. STEEL MEEIING ASTM OUIREMENTS. UNLESS UIHE.PWISE INDICATED, TOP • BC DL 10 .0 PSF ORW HCUSR235 95282523 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATEPALLY BRACED WITH PROPER •oTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 3� '!". BC LL 0 .0 PSF -ENG MCLCUIINECTWS PEP DRAWINGS 130. ISO S IUOA-F. DESIGN SIANDARUS WITH PROPER Y ATIACNFD RIGID CEILING -- SEE TOT.LD. 47 .0 PSFOCNIFOPM N/APPLICABLE PTi0V1510N5 OF NOS 6 IPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS '•A Iq DUR.FAC. Ol OtLY. AU10 SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE tRUSS ERECTION CONTRACTOP. 0 '• C= O C= I= C= I= __TPI TRUSS PLATE INSTITUTE. NOS- 1991 NATIONAL DESIGN SPECIFICATION FOP WOOD CONSTPUCTION ••• DEMr'.••'•• SPAC NG 24.0 a . v Job: (42398--TREVETT HOMES INC.) / G05 7'9'-Common Girder THIS OIG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ c BOT CHORD 2x8 SP #1 Dense UPLIFT (LB) : 1490 1490 WEBS 2x4 SP #3 : Wi. W5 2x6 SP #2: BRG.LOC (FT) : 0.00 7.34 cn TRUSS DESIGNED FOR 110 MPH WIND, 22.86 FT MEAN HEIGHT. 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ^u DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. THIS GIRDER DESIGNED TO CARRY 30-00-00 TRUSSES FRAMING TO to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT cn FROM OTHER SIDE. Iu m R1 UI tV d 4X5 (R) 10 4fX6 4X6 c ., 5 rQ 3-10-8 8X103-10-8 X5 2X �• -7*9" OVER 2 SUPPORTS R=2887# W=4" 15 R=2887# W=4"15 PLT. TYP.- ALPINE CRIT T F - - Rev 17.3t SCALE 55083750 O [� O O O O **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. WARNINGTRUSSES REQUIRE EXTREME CARE r'M'� TC LL 30 .0 PSF REF 8235--70093 R NSF SHALL NXIi DE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE 1118-91 BY TPI. SEE THIS DESIGN PZIi1CI '"9!,�., TC DL 7.0 PSF DATE 10/09/95 O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ 9 a��••�t r ALPINE CONNECTORS ARE MADE OF 20GA GAIN. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP t 47Mail BC DL 10 .0 PSF DRW HCUSR235 95282524 I= A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER NATE�f "• TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BUTTON CHORD �^• �.-r'f BC LL 0 .0 PSF HC-ENG AMB/w CONNECTORS PER DRAWINGS 330. 150 C 1NSOA-F. DESIGN STAHDiR05 WITH PROPERLY ATTACHED RIGtOCEItT1G -- SEE '. O•• :R yam` TOT.LD. 47.O PSF llilljljjllljll�i O CONFOPN N/APPLICABLE PROVISIONS!)F tas C 7P3. AN ENGtr1EER'S ALPINE TECHNICAL UPDATE (711/911 FOR PROPER / �•'• 9 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNl%H A COP( OF THIS � .••0ouR.FAC. 1 .33 O D O O C= O iN ONLY. AIAI SMALL tXIT BE RELIED UPON IN ANY OTHER NAY. OES IGH i0 TME TRUSS ERECTION CONTRACTOR. +--TPI - TRUSS PLATE INSTITINE. NOS - 1991 NATIONAL DESIGN SPECTFICAl101 FOR WOOD CONSTRUCTION SPACING SEE ABOVE Job: (42398--TREVETT HOMES INC.) / H6 30' Stepdown Hip Girder v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 : T2 2x4 SP #2 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) m BOT CHORD 2x6 SP #2 UPLIFT (LB): 1670 1670 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 29.71 cn TRUSS DESIGNED FOR 110 MPH WIND, 23.24 FT MEAN HEIGHT, D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ^� DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Iii HIP DESIGNED TO SUPPORT 10-09-07 JACKS WITH NO WEBS. cn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln N m N UI N UI T2 5X62.5X4 5X6 Q 6.93 2.5X4 .5X4 7 � 3X9 (B3) 3X9 (83) �5 1. X 8X8 4x7 1.5X3X19'11' 10-9-7 B-5-2 10-9-7 1-6- 30-0-0 1-6- 30' OVER 2 SUPPORTS R=2952# W=3"8 R=2952# W=3"B PLT. TYP.- ALPINE R P F Rev 7.3t SCALE 550 1875 *IMPORTANT**ALPINE ENGINEERED PRODUCTS. IFIL. WARN INGTRUSSES REQUIRE EXTREME CARE .�"'•"'+ CI O L= SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND • R4Ni�, TC LL PSF REF 8235--70094 C7ATRUSS ' DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN / P....0 '9!+, TC DL 7 .0 PSF DATE 10/09/95 T= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE 'z' Q ALPifE CONNECTORS ARE MADE OF zOGA GALY. SFE EL MEETING ASTN OIIIREMENTS. INJLE55 OTHERWISE INIIICATEO, i0P �3� •=!"`• BC OL 10 .0 PSF DRW HCUSR235 95282525 p A446 CII B LXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LAILRALLY BRALLO WITH PROPERyw IHU5S ANO tNILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHLATIHNG, BOTTOM CHUND BC LL 0 .0 PSF H -ENG AMBCONNECTORS PER DRAWINGS 130. 150 C 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHEDRIGID CE lL SNG --SEE •.•A+ I ��(��.- TQT•LD. 47 O PSF111111111 I�I COfFORM N/APPLICABLE PROVISIONS OF IHTS G TPI AN ENGINEER'S ALPINE TELFUJICAL UP04TE (7/1/911 FOR PROPER 0/�A_ �TL�l I{ 1 I{ {I SEAL ON THIS ORAWI14G APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNI5H A COPY OF THIS •••�•.::REQG�,.: DUR.FAC. 1 .33 IN OtA.Y, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTDR. ""' 4 O •--TPI - TRUSS PLATE INSTITUTE. NDS - 199t NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE Job: (42398--TREVETT HOMES INC.) / H7 30' Stepdown Hip v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) m BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 850 850 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 29.71 N TRUSS DESIGNED FOR 110 MPH WIND, 24.08 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY Ln ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF N WEB LENGTH. 0) R1 Ln IU 07 5X4 X6 Q 6.95 2.5X4 .5X4 7 p (A) =3X4 (Al)5X4 (Al) 1.5X3 X 2.5X4 1.5X3 13-7-12 -8- 13-7-12 1-6- 30-0-0 1-6- 30' OVER 2 SUPPORTS R=1521# W=3"B R=1521# W=3"8 PLT. TYP - ALPINE R T TP F Rev 17.3t SCALE 55096 875 **IMPORTANT*WLP NIE ENGINEERED PRODUCTS. INC. WARNING,"I NGTRDSSES RE RE EXTREME CARE 0 0 0 0 0 0 ,'�j liAiy�F;. TC LL 30 .0 PSF REF R235--70095 SHALL NOT BE RESPONSIBLE FOR ANY IN HAtIDL 111G, ERECTION AND OAU � C­' DEVIATID14 FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN if N' jiFie9ATC DL 7 .O PSF DATE 10/09/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH USTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REE 9 7V•1ntALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP {3 •� BC OL 1O O PSF DRW HCL16R235 95282526C= A446 UR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL. BE LATERALLY BRACED WITH PROPER iI OF i TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHURD .p�� �� /� BC LL0 •0 PSF H -ENG AMB C CONNELTORS PEP DRAWINGS 130• 150 6 I60A-F. DESIGN STANDARDS WITH PNDPERI.V ATTACHED RIGID CEILING --SEE S '�••'� f � TOT.LD. 47.0 PSF CONFORM W/APPL.ICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECIVJICAL UPDATE (7/t/91) FOR PROPER O/ •�.Q.L�. !.• (IIIIIIVIII�II�IIlI�II�I�IILII LI SEAL ON IHIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FUPt4l SII A COPY OF THIS G�`GI•`.•' OUR. ('O4'j'i OOO I,HHH9'I' IN ONLY. ANL1 SHALL HOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTIOtt CONTRACTOR. ••• �• 1 .33 O G O O C= [_ __NPI - TOOSS PLATE INSTITUTE. NDS - 1991 NATIONAL NFSIGN SPECIFICATION FINN MOOD GOHSTHOLTION SPACING 2 4.0" Job: (42398--TREVETT HOMES INCA / T8 29'8'8 Common THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) X BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 850 710 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 29.46 N TRUSS DESIGNED FOR 110 MPH WIND, 24.47 FT MEAN HEIGHT, D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^u DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED 10 WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1386.58 LBS. cin Al O) IV Ln (1.1 V 4X4 1.5X3 1 .5X3 7 p 3X4 (Ai) 3X5 (B2) 5 6'6 19'11" 55 3X4 15-0-0 14-8-8 -6- 29-8-8 �- 29'8"8 OVER 2 SUPPORTS R=1517# W=3"8 R=1387# W=3" PLT. TYP.- ALPINE CRIT TP F Rev 7.3 SCA• 5509950 **IMPORTANT*•/ALPINE ENGINEERED PRODUCTS. INC. WARNINGIRUSSES REQUIRE EXTREME CARE µ NSF 0 0 0 0 0 0 7C •.• TC LL 30 .0 PSF REF R235--70096 SHALL N01 BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND C] O C7 C 3 O DEVIATION FRAM THIS DESIGN ON THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN /\ 9 TC DL 7 0 PSF DATE 10/09/95 C=3 C 3 C7 O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE p•�: C= O r= O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIPEMENTS. UNA.ESS OTHERWISE INDICATED, TOP �3� �'m BC DL 10 .0 PSF DRW HCUSR235 95282527 [� [= p O A446 GR B EXCEPT AS N0TE0. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERAILY BRACED WITH PROPER C=) ALP INE THU55 Aft UNLESS OTHERWISE LOCATED ON 1Hf$DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �• a. :,r BC LL 0 .0 PSF HC-ENG AMBHv C7 CONNECTORS PER DRAWINGS 130, 150& 16QA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 4' O IQ , TOT.LD. 47 .0 PSF II I�fIIIIII�I o T R US S o CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �G . O SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •'• 9 c`_.••' OUR.FAC. 1 .3 3 TTI UA.Y. ANTI SIIALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO 111E TRUSS ENECTITRI CONTPACTOR. .... 0 9 6 C� C= C7 Q C= C= w__iPl 1RIISS PLATE INS' I TA TE. tY]5 1991 NATIONAL DESIGN SPECIFICAiIOt!FOR WUNU COfISI WIf.T1011 SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / T9 30' Common v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 850 850 c WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 29.71 cn TRUSS DESIGNED FOR 110 MPH WIND, 24.47 FT MEAN HEIGHT, 33 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^� DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn tU M fU UI IU OD 5X4 1 .5X3 1.5X3 7Fl- 3X4 (Ai) X4 (A1) �'S X4 X4 15-0-0 15-0-0 1-6-1_ 30-0-0 1-6— 1 30' -- - — —� OVER 2 SUPPORTS R=i521# W=3"8 R=1521# W=3"8 PLT , TYP.- ALPINE TP F - Rev 30 .0 j17 3t SCAL 555002 87 p O o o p l� **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC, WARNINGTRUSSES REQUIRE EXTREME CARE ��,. RA TC LL JO .O PSF REF 8235--70097 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND µ NJ'(C'• pATRUSS UEVIAI[INJ FHOM THIS DESIGN UH THESE SPEC IFICATIOHS, DR ANY BRACING. SEE H1891 BY TPI. SEE /Ills DESIGN E\ P�IfIQ•� '9%! , TC DL 7 .0 PSF GATE 10/09/95 p FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR ADDITIONAL SPECIAL PENMANENT BRACING RE /� pALPINE CUMDECTORS ARE MADE OF 20GA GAIV. STEEL MEETING ASTM UU[REMENTS. IXJLE55 OTHERWISE IWDICATEO, 70PBC DL 1O .0 PSF ORW HCUSR235 95282528 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL DE LATERALLY BRACED WITH PROPERy�oTHUSS AND UNLESS OTHERWISE LOCATED OIJ THIS DESIGN. POSITION L Y AlIALMED PLYWOOD SHEATHING. BOTTOM CHORD .✓ BC LL O .0 PSF H -ENG AMBIK- CONVECTORS PER DRAWINGS 130, 150 6 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEIL114G--SEE :' • TOT.LD. 47 .0 PSF r= CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/91) FOR PROPER D .SQAG � SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORYWAI.L.APPLICATION. FURNISH A COPY OF THIS p[N•.•'.. OUR. 1 .33 IN014.Y. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '� _-TPI - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FDR MOOD CONSTTAICTION SPACING 24.0" Jot): (42398--TREVETT HOMES INC.) / T11 30' Common THIS DWG. PREPARED FROM COMPUTER INPUT. (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 930 B00 c WEBS 2x4 SP #3 BRG.LOC (FT) : 2.00 29.71 m TRUSS DESIGNED FOR 110 MPH WIND, 24.47 FT MEAN HEIGHT. m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . to DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED Lu WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. LA (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. U1 ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ry WEB LENGTH. m rU Ln THIS TRUSS MST BE INSTALLED AS SHOWN AND NOT END FOR END. ry cD 5X4 3X7 1.5X3 7 [7- 1.5X3 3X4 (A1) X4 (A1) 574 3X4 3X7 �N 23' 1 1 15-0-0 15-0-0 1-6- 30-0-0 1-6- 30' -� OVER 2 SUPPORTS R=1632# W=3"8 R=1410# W=3"8 PLT. TYP.- ALPINE CRIT TP F - - Rev 7.3t SCAL %5505 50 1875 *IMPORTANT**ILPINE ENGINEERED PRODUCTS. INC. WARN INGruuss"r1EQ"l"E eXrt1E4L CARE t= 0 �. .. TC LL 30.0 PSF REF 8235--70098 Q SHALL NOT BE RESPONSIBLE FOR ANY 1N HANDLING. EHECT(ON AND " O CI C.7 O Q DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN IiFIC -9, , TC DL 7.0 PSF DATE 10/09/95 G Q CT O FAILURE TO BUILD THE TRUSS IN CONFORMANCE NI TH OSTBS BY TP 1. FOR AODIIT014AL SPECIAL PERMANENT BRACING RE !^': 11 C7 O C7 AlPitu GINNECIINiS ARE MADE OF 20fiA GALV. STEEL MEETING ASTM OIIINENENtS. UNLESS IITIIEHNISE IR(IN:AIED, TOP ( �4p" BC. DL 10.0 PSF DRW HCUSR235 95282529 O O C7 p A446 GN B LXCEPT AS NOTED. APPLY CONTILCIONS TO EACH FACE Of CINIPO SHALI, BE LAILNAILY URALED WITH 010"ER ���•_- " BC LL O O PSF H -ENG AMB!>`- t� ALPINE a TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD S1IEAINING. BO(tON CHORD u. p o CONNECTORS PER ORAWItIGS 130. 150 C 16OA-F. DESIGN STAIaAROS WITH PROPERLY ATrACHET1 RIGt0 CEILING -- SEE ; 0 Q .' TOT.LD. 47.0 PSF o TRUSS o COIIF11 W N/Af•P ICAFIIE PROYIS(O IS OF tAI5 C TPI. All ENG"EER'S ALPINE IECItl1I1:A1 UPDAIt 1//1 FON )'NOF EH1 .33I101[IIIII�IIIlIIl4�1l1I�II I�� EAI. Oil 1111:.))HAWING APPLIES TO 111E COMPONENT DEPICTED IIEHE UH'/WAIL Af•1911:AT TUN. IlNNl1`dl A Lllf`Y III INIS ,.�••.• OUR. y 88 IN loll Y, ANI :.)TALI Wit DE PL(IEII UPON Ill ANY 111110"WAY. DESIGN Ill 11W IdolS!,I IN LI HIN 1:1 N i. 0 0 o T= T3 b N`I - MV.S 1`4 Aft HIS1I1111F, Iris- u191 HAt11NIAl 01siGH sPPCIF1r,ATT11N 1014 W11118 COtN101-1-1 SPAC NQ 4.0 Job: (42398--TREVETT HOMES INC.) / H12(2PLY) 30' Stepdown Hip Girder v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED SY TRUSS MFR, TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x4 SP #2 N : B4 2x4 SP #2 Dense: c WEBS 2x4 SP #3 cn NAILING SCHEDULE: (8d—box,sail5) 7D TOP CHORD: 1 ROW @ 16" o.c. "' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) 80T CHORD: i ROW @ 9" D.C. Lnw UPLIFT (LB) : 1750 1410 WEBS : i ROW @ 4" o.c. BRG.LOC (FT) : 2.00 29.75 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS U3 TRUSS DESIGNED FOR 110 MPH WIND, 23.24 FT MEAN HEIGHT, IN EACH ROW TO AVOID SPLITTING. Ln WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) IL) ENCLOSED OR FULLY OPEN BUILDING. PREDICTED HORIZONTAL MOVEMENT IS 0.25" DUE TO LIVE LOAD au AND 0. 10" DUE TO DEAD LOAD AT ONE SUPPORT. Iu A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Ln MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. o #1 HIP DESIGNED TO SUPPORT 10-09-07 JACKS WITH 2 PANEL TOP CHORD AND NO END VERTICAL. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 2595.57 LBS. 4X8 1.5X3 4X7 X7 2.5X4 7 � 3X10 1.5X3 z-- 3X4 (Al) 6X12 3,TT 5X14 3X8 (A 1) 4 5 -4w7X19'11" i.5X3 3X4 4K7 �j5 - � 2X4 10-9-7 8-5-2 1 10-9-7 -6- 11-1-12 3-0-0 12-6-12 3-3-8 30' OVER 2 SUPPORTS R=3073# W=3"8 R=2596# W=3" PLT. TYP.- ALPINE CRIT TP F Rev 17.3t SCA�E 550.2500 **IMPORTANT 9E ,ALPINE ENGINEERED PRODUCTS. INC W A R N I NGTRUSSE5 REQUIRE EXTREME CARE cI o o cI 1� o ,�0. A r�F, TC LL 30 .0 PSF REF R235--70099 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING• ERECTION AND C7 OkS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN \ P11fiC{ ;o". , TC DL 7 .0 PSF DATE 10/09/95 C7 C7FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �Z ,ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 3.- BC DL 10 .0 PSF DRW HCUSA235 95282530 O A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ITIUSS AND RO ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PI.YWOUD SI[EATNIIIG. BOTTOM CHORD Q�.� 8C LL 0 .0 PSF HC-ENG AM8/ViCONNECTORS PER ORAWINGS130. 150 C 160A F. DESIGN STAIIDARUS WITH PROPERLY ATTACHED RIGID CETL ING --SEE O�IIt•.'n TOT.LO. 47.O PI:ONFOi1M W/AI1•I.ICAHLE PROVISIONS I)F 1X11 E IPI. 0.11 LN(:It1EEH'S ALPINt IELIg11f,AI 111.11AIL 1Y/1/U11 F'llR !'HIW'ER S � ��� llll�l�lllllll l�lo NI 11115 IIHAWING AP{Y ItS TO Ilk iIIM'UNt Ni OEV7C IEU tkNE UHYWAIL APi LICA IIUN F1/1NII Sti A CU{'Y UI It115 o DUR.FAC. 1 .33 Q O O C3 O O 71I ONIV. ARO SIIAIL OUT UE RELIED UPON IN ANY OIIEH WAY. DESIGN TO THE INUSS ERLCILUN CONTRACTOR, """ •--IPI - INU55 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING SEE ABOVE Job: (4239B--TREVETT HOMES INC.) / H13 30' Stepdown Hip v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) C'3 BOT CHORD 2x4 SP #2 N : B4 2x4 SP #2 Dense: UPLIFT (LB) : 930 670 c WEBS 2x4 SP #3 BRG.LOC (FT) : 2.00 29.75 In TRUSS DESIGNED FOR 110 MPH WINO. 24.08 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^' PREDICTED HORIZONTAL MOVEMENT IS 0.20" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED w AND 0. 11" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY nI ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m WEB LENGTH. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru Ln PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1301.52 LBS. 4X5 (R) 4X6 2.5X4 .5X4 3X14 (A) 3X9 3X4 (A l) Xg 2. X4 X 5X9 3X8 (A 1) X 4X6 —15 2X5 13-7-12 2-8-9 13-7-12 -6- 11-1-12 3-0-0 12-6-12 3-3-8 lo 30' OVER 2 SUPPORTS R=1629# W=3"B R=1302# W=3" PLT. TYP - ALPINE R TP F - Rev 7. SCA: 55516500 **IMPORTANT**A PINE ENGIf7EENED PRODUCTS. INC. WARN I N GTRuss"REQUIRE EXTREME CARE O O O O (= Q SiiALL NOT BE RESPONSIBLE FOR ANY 1N HA1N1.111G, ERECTION AND �t•M1�RANi'• TC LL PSF REF 8235--70100 O O O O OEVIATIUN FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN f P�iFi���9 ., TC OL 7.0 PSF DATE 10/09/95 O O O l= FAILIIRF TO BUILD THE TRUSS IN COISFO14MANCE MI IH US788 BY TP(, FUR ADOITIUNAL SPECIAL PEPMANENT RRACIIY.RE �. Q O O O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASPM OUIREMENTS. IARESS U71Af1WiSE fNDICATEOI TOP �3� "'m BC DL 10 O PSF DRW HCUSR235 95282531 O O [= C] A446 GN B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF LIAINU SHALL BE l4TERAI LY BNAf.[U WITH PROPER AMBi O ALPINE O TRUSS AND UNLESS OTHERWISE LOCATED fNI THIS DESIGN, POSITION LY ATTACHEU PLYWOOD S11£ATHNffi, BOTTOM CHORD Q,,.... BC LL 0 .0 PSF HC—ENG CONNECTORS PER DRAWINGS 130. fS0 C f60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CE SLING--SEE pp .Q 47.0 PSF III�III ( If III [1111!II E.7 CONFORM W/APPLICABLE PROVISID14S OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE 17/1/911 FOR PROPER 0/ .. i �' TOT.LD.LD. Ip ! O L� TRUSS �A y SEAL ON TH15 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •'• �G.`,.•' DUR.Fac. 1 .33 O O C1 l= O C7 IN UNLY. AND SHALL !WIT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "•" .--IPI - TRUSS PLATE INSTITUTE. NDS - i99i 11ATICHAL DESIGN SPECIFICATION FOR W000 1071ST RUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / T14 30' .Common v THIS DWG. PREPARED FROM COMPUTER INPUT- (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N : B4 2x4 SP #2 Den5e: UPLIFT (LB): 930 800 c WEBS 2x4 SP #3 BRG.LOC (FT) : 2.00 29.71 m TRUSS DESIGNED FOR 110 MPH WIND, 24.47 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^' PREDICTED HORIZONTAL MOVEMENT IS 0. 19" DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED w Ln c AND 0. 10" DUE TO DEAD LOAD AT ONE SUPPORT. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. LO (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY n1 ERECTION CONTRACTOR. BRACE LENGTH TO BE MIN. 80% OF A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m WEB LENGTH. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N Ln w (U 5X5 2.5x4 (A) 3X8 7p (A) X9 3X4 (A 1) Xq 3X 10 5X8 X7 (A 1) :lr6 X6 5 X119'11" 2X4 a 27'8"B 15-0-0 15-0-0 1-6- 11-1-12 -o-o-,"- 12-6-12 3-3-81-6- 30' OVER 2 SUPPORTS R=1623# W=3"8 R=1419# W=3"8 PLT TYP.- ALPINE T TPI F Rev 7 t SCAL 55 011875 p C7 p p p p **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC WARNINGTRNSSES REQUIRE EXTREME CARE '0. . RAA•.,. TC LL 30 .0 PSF REF 8235--70101 SHALL NOT BE RESPONSIBLE FOR ANY 3N IIAHIA 1116, EIILCTIUH AND � N7�C p c= C7 C= OEVIAfIUN FROM THIS DESIGN OR THESE SPLGIFICAIIONS. LWT ANY BRACING, SEE HIB-91 HY IPI. SEL THIS UESIGNPi�F(ct 9 .. TC DL 7.0 PSF DATE 10/09/95 C= O O C7 FAILURE TO BUILD THE TRUSS 117 CONFORMANCE WITH OSTBB BY TVI. FUR ADDITIONAL SPECIAL PEBMAHENT BRACING RE v••_Y.... F �+ p 0 C1 C 3 ALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL. MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP �;� -j, �m BC DL W -0 PSF DRW HCUSR235 95282532 C=3 p p C7 A446 GR B EXCEPT AS NOTED. APPLY COIUIECTOR5 TO EACH FACE OF CHORD SHALL BE LAIERALLY BRACED WITH PROPER AMB ILL. ALPINE o TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD Q, :.- BC LL 0 .0 PSF HQ-ENG U O p CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE .,'�w`�A�•.•.� �, ,= TOT.LD. 47 .0 PSF N= TRUSS p LUN FORM M/APPLICABLE PROVISIONS GF HOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9U FOR PROPER 1111plimilill SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COP/ OF THIS ,�,�� G ` DUR.FAC. 1 3 3 0 0 ;�FfED cM,.: IN ONLY. Atli SHALL NOT BE RELIED UPON IN AUY OTHER WAY. I DESIGN tO THE TRUSS ERECTION CONTPACTOR. 1 0 tC O O C7 p CJ __IPI - TAHSS MATE INSTI TNTE, NOS- 1091 NATIONAL DESIGN SPECIFICATION FOP WOOD CONSIRNCTION -SPACING 2 4.0" Job: (42398--TREVETT HOMES INC.) / GA15 22' Common THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) I BOT CHORD 2x4 SP #2 N UPLIFT (LB): 120 PLF n WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT c TRUSS DESIGNED FOR 110 MPH WIND, 15.45 FT MEAN HEIGHT, tn WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . SPECIAL LOADS ENCLOSED OR FULLY OPEN BUILDING. N -------------------------------------------------- W TC - From 204 PLF at 0.04 to 204 PLF at 21.96 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. a BC - From 20 PLF at 0.04 to 20 PLF at 21 .96 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (D FOR GABLE STUD VERTICALS• UNLESS OTHERWISE NOTED: THIS GABLE END WILL SUPPORT UP TO 2'0" OVERHANG ALONG THE TOP 0 FOR VERTICALS LESS THAN 4'0": 1.5X3 ALPINE, 13 WOOOLOC. CHORD. REFER TO DRAWING GE-001, GE-002, OR 876, 719 FOR STUD m FOR VERTICALS GREATER THAN 4'0": 2X4 ALPINE, 23 WOODLOC. VERTICALS AND BRACING DETAILS. GABLE ENO HAS BEEN DESIGNED TO N TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE W ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO W SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS SUPPORT 2'0" TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER• 4X4 4X4 IL' )(A) T (A) J(A) aD rn m 1 L` 6-11-0 _,_ 8-1-0 _,_ 6-11-0 _I 5X4 21 ' 11" OVER 1 SUPPORTS R= 185 plf W=21 ' 11" PLT. TYP.- ALPIN T TP - Rev^�17.3t SCE 550?2500 CO] C= C= O G� **IMPORTANT**ALPIIIE ENGINEERED PRODUCTS, INC W A R N I N GTHUS5ES REQUIRE EXTREME CARE TC LL 0.0 PSF RE F R235-70102 SHALL NOT BE RESPONSIBLE FOR ANY I3N HANDLING. ERECTION AND C= C= O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7.0 PSF DATE 10/09/95 FAILURE TO BUILD THE TRUSS 111 CONFORMANCE WITH OSTBB BY TP I. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,,e w•p�'••• O C= O O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL_MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP w� PZIF#c 9+1 BC DL 10.0 PSF ORWHCUSR235 95282533 t O O O O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 9 �•.• ALPINE TRUSS Ano IWILE55 OTHERWISE LOCA IED UN THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 3; 3�.F�•T^��{' BC LL 0.0 PSF -ENG M C L tl LOHNELIURS PER DRAWINLS 130. 150 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ;iA TOT.LD. 4 7 0 PSF tl TRUSS I� CONFORM W/APPLICABLE PROVISIONS OF NOS 6 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER a,... Q SEAL ON THIS DRAWING APPLIES FO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q.. IQ OUR.FAC. 1 .33 a 111 ONLY, AI$1 5111IL HOT BE REI IED UPON IN ANY OTHER WAY. DESI/:N 10 THE TRUSS ERECITIAI CONTRACTOR. �!(�•/}� �A O O C= C7 C= f� -..TPI - ]AH55 P(.ATE INSFINITE, 1X15 . 19111 NATIONAL OkSIGN SPECIFICATION FON WDON L(NISIPOCTION ••''••�•�GI;co .••. SPACING 24.0" „ Job: (42398--TREVETT HOMES INC.) / T15 22' Common v THIS OWG. PREPARED FROM COMPUTER INPUT.(LOAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 : T2, T3 2x4 SP #2 Oense: _ : T4 2x4 SP #2 N: c BOT CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) N WEBS 2x4 SP #3 UPLIFT (LB) : 850 890 BRG.LOC (FT) : 0.00 21.63 TRUSS DESIGNED FOR 110 MPH WIND, 15.59 FT MEAN HEIGHT. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) Ln ENCLOSED OR FULLY OPEN BUILDING. to THIS ATTIC TRUSS DESIGNED TO SUPPORT ADDITIONAL LOAD OF ED 40.00 PSF LIVE LOAD AND 10.00 PSF DEAD LOAD ON BOTTOM CHORD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. n1 FROM 05-04-12 TO 16-06-04. THIS SAME SECTION SUPPORTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m 10.00 PSF DEAD LOAD ALONG TOP CHORD DUE TO CEILING LOAD N AND 10.00 PSF ALONG THE KNEE WALLS. COLLAR-TIE TO BE BRACED WITH 1X4 #3 HEM-FIR OR BETTER cn CONTINUOUS LATERAL BRACING AT 24" O.C., UNLESS A RIGID CEILING w IS ATTACHED DIRECTLY TO IT. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 5X4 3X7 T4 5X4 1.5X4 1.5X4 2X5 2. X4 l.bX3 2.5X4 X5 127 3X7 X7 717 U-) 3x5 3x5 TZ 3 5x3 1 .5X3 5T3 v AXA 4xq �10'1'2 X4 X X4 X4 � 0- 68 6-6-9 8-2-14 6-10-1 �1 Zx 1 11-621-11-0 iT 6-b 2 4 21 ' 11" OVER 2 SUPPORTS R=1952# W=3'8 R=1952# W=31'8 PLT. TYP.- ALPINE T Rev 7 SCAL 55021875 **IMPORTANT ENGINEEFIEN PRODUCTS. INC WARN RMIME EIIIREME CARE ,' �I'y!•., C= a Q o R TC LL PSF REF R235--70104 SHALL Not BE HESPUNSIBLE FOR ANY IN HAMLING. ERECTION AND ���.•. Q O Ll O C= OEYIAfIDN FROM THIS DESIGN OR THESE SPECIFICATIONS, UH AIIY BRACltll'i. SEE HIB-91 BY TPI. SEE THIS DESIGN f� (,`' '��'•• TC DL 7 .0 PSF GATE 10/09/95 T= O O O FAILURE TO BUILD THE TRUSS IN CONFORMANCE NI iH OSTBB BY TPI. FOR AODITIUTIAL SPECIAL PERMANENT BRAC1NG REQ`" 7• •' s If [� G O O ALPINE CONVECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUtHEMEN75. UNLESS OTNERNISE INDICATED. TOP )3� ,�.•�^A 8C DL 10 .0 PSF ORW HCUSR235 95282534 Q O !� t= A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -.{�• '�p� .� �+ O 0 PSF HQ-ENG AMBO 1� A L P INE 0 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 80TTOR CMORO S •- p h BC LL U PER A tt9 p - CONHE E DRAWING l30. f50 6 1fi0A--F. DESIGN STANDARDS WITH PRDPERLY AtiACHEO TTIGID CEILING --SEf • �•.•.Q TOT.L0. 47.0 PSF I 11111IIIIIIIIIIIIII III �+�+ CONFORM N/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 111111 O T R US S O SEAL ON THIS OHAXING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ..% REp L•`.. o . .. OUR.FAC. 1 .33 IN ONLV, 0.1U1 SHALL NOT BE RELIED UPON [N ANY OTHER MAY. DESIGN 7U THE TRU55 ERECTION CONTRACTOR. Q 1 0 4 O C= Q C� O !� .__IRT - iRU55 PLATE INSTITUTE. NOS - 1991 NATIONAL DESTGH SPECIFICATION FOR WUOO COIlStRUF.TIO11 ISPACING J4.0" Joti: (42398--TREVETT HOMES INC.) / HJ17 12'2'8 Hip Jack Girder THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (S8C) I BOT CHORD 2x4 SP #1 Dense UPLIFT (LB): 660 230 520 WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.21 12.21 : Lt Slider 2x4 SP #3: BLOCK LENGTH = 3.364' TRUSS DESIGNED FOR 110 MPH WIND, 23.23 FT MEAN HEIGHT, N WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . D ENCLOSED OR FULLY OPEN BUILDING. N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-000n A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SETBACK ONE SIDE AND 10-09-07 SETBACK OTHER SIDE. CORNER JACKS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HAVE NO WEBS. CH ** REFER TO DRAWING 1, 158, 989R FOR TRULOX CONNECTION DETAILS. RIGHT ENO VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. N 0) N CTI W (P R=700# W=1"8 1.5X3 25'2'12 3X4 � 5.79 t7 3X4 3X7 (E3) T 815 19'11' t.5X3 3X4 E3) 3X4 2-7-6 r 12-2-8 12'2"8 ---� OVER 3 SUPPORTS R=754# W=6"2 R=483# W=1"B PLT. TYP.- ALPINE DESIGN CRIT TP Rev 17.3t SCALE 55032500 **IMPORTANT*XA`PINE ENGINEERED PRODUCTS. INC. WARNING""'s`Ls REONIgE Ex1REME CARE TC LL 30 .0 PSF REF R235-7006 CI Q O O O O 511AL1. NOT BE RESPONSIBLE FOR ANY 1N HANDL IND. ERECTION AND C3 G7 O O O DEVIAFIUI FNDM THIS DESIGN ON lIIESE SPECIFICATIONS, ION ANY BRACING. SLL MH 91 HY 11'1. SEE 11115 DESIGN TC OL .O PSF DATE 10/09/95 O C= Q C= FAILUPE 10 HDR D THE TRUSS IN CUNFOOMANL'E WITH OS7U8 BY TPI. FOR ADOITIUNAL SPECIAL PERMANENT BRACING RE • ...... Q O O G ALPINE CONNECTORS APE MADE OF 20SA UALV. STEEL MEETING ASIR OUIREMENTS. UNLESS OTHEPWISE INDICATED. TOP /� �•tIFIC••9�•'t BC OL 10. 0 PSF ORW HCUSR235 95282535 C7 C7 C n Q A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER �� d A L PINE 0 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING• BOtiON CHORD 3, gg»•�� 'fit"`•; 8C LL O.O PSF —ENG AMQ�ICL C=)' Q CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN S7ANWARpS WITH PROPERLY ATTACHED RIGID CE MING -- SEE • �IC K r TOT.LD. 47 .0 PSF ����� L� CONFORM W/APPLICABLE PROVISIONS OF NWS C TPI. AN ENGINEER'S ALPINE TECW41CAL UPDATE (7/1/911 FOR PROPER • �..r•� , SEAL ON THIS.DRAWING APPLIES TO THE COMPONENT DEPICTED HEPE DRYWALL APPLICATION FUANISH A COPY OF THIS 1 .33 d IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO rH1 TRUSS EPECTION CONTRACTOR. / O r r� O C7 O ,_-TPI • TRUSS PLATE INSTITUTE. NWS- 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ••••' oE� •'• SPACING SEE ABOVE Job: (42398--TREVETT HOMES INC.) / CJ18 8' End Jack THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 430 200 370 c WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 8.00 8.00 m TRUSS DESIGNED FOR 110 MPH WIND, 22.43 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^u DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED 10 WITHIN A 4.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. im m PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. ru m IU U1 LAI Cn R=255# W=1"8 24'7'4 til 0 7 to T 2X4 (Al) 4.5 19'11' 1-6-0 8-0-0 OVER 3 SUPPORTS R=516# W=3"8 R=91# W=3" PLT TYP - ALPINE R Rev t7.3t SCALE 5503 3750 o 0 0 **IMPORTANT**ALINE ENGINEEnIU F'RODNCTS. PIND WARNING;" IIU)u71L E%INE ME CARE 0 0 r I •• -qAN�(C•.., TC LL 30 .0 PSF REF R235--70109 SMALL NOT BE RESPONSIBLE FOII ANY IN II1I4)I.IN6. ENEI:IIUN AND �• • 'J ATRUSS DEVIAf1UN FROM THIS DESIGN OR THE5E SPECIFICATIONS. OH ANY BRACING SEE HIS-91 BY TPI. SEE TMS DESIGN �\ P`�F�C, ��� T C OL / •0 PSF DATE 10/09/95 O FAILURE TO BU[LD THE fRU$S IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP t3 -m', BC DL 10 .0 PSF DRW HCUSR235 95282536 A446 GR B EaCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CIORO SHAH BE LATERAD-Y BRACED WITH PROPER �fBC. LL 0 0 PSF HC-ENG AMBTfNSS AND UNLE55 OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PI.YNOUD SHEATHING. BOTTOM CHORD �.� �`CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING --SEE •�� 1 • TOT.Lo. 47 0 PSFt�,�nntte111Nttt1�' t11IInRRRIflII1III�11gpp�111t1lN1fl1lllfttII1llppp1llI 1pNNII1lIII llpNNINI1llII111111111t1N1IHHI11111If11t1nryry11111 CONFORM N/APPLICABLE PROVISIONS OF N05 6 TPI AN ENGINEER'S ALPINE IECRHICAL UPDATE (1/1/91) FUR PROPER �j .R II,IIIII'111�1�1i�l1IIQII�IIIINAIC= SEAL ON TI115 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •'•• oEM..••' OUR.FAC. 1 .33 "II +IIj11l�'Si�'I Ii I)QII IN ONLY. AND 5HSLL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. •... Q C= O = C=) O .__TPI • TRUSS PLATE INSTITUTE. FOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / CJ19 5'1.11 End Jack v THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 220 200 200 c WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 5.14 5.14 m TRUSS DESIGNED FOR 110 MPH WIND, 21.60 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) R' DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln tU PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ru cn w v R=152# W=1"8 22'11"4 p v 7 [n —T 2X4 (A1) 4.5 19'11' r 1-6-0 T 5-1-11 ®� 5. 1" 11 --+� OVER 3 SUPPORTS R=391# W=3"B R=51# W=3" PLT TYP - ALPINE P - Rev ] 7 SCA 555036000 � O O C-1 O O **IMPORTANT*WIPIHE ENGINEERED PRODUCTS. INC. WARNINGTRNSSES NEUUIRE EXTREME CARE o,.•• .AA TC LL JO .0 PSF REF 8235--70111 SHALL NOT BE RESPONSIBLE FOR ANY 1N HANDLING, ERECTION AND MI• Ni�c'•• O O f= OEVIAf[GtJ FROM THIS DESIGN DR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN TC OL 7.0 PSF DATE 10/09/95 O C=1 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � O O p Q ALPINE CONNECTORS ARE MADE OF 20GA GAIV. STEEL MEETING ASTM OIIIRENENTS. IxA.E55 OTHERWISE INDICATED, TOP t3� mT BC OL 10 .0 PSF ORW HCLISR235 95282537 C= C= O O A446 [d1 H EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of CHORD SHALT BE LAILHAII.Y BHALED WITH PROPER -'V Y+ AMB0— M ALPINE TRUSS AND UNLESS OTIIERNISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYNUUO SHEATHING. BOTTOM CHORD �• .�' Bl. LL 0 .0 PSF HQ-ENG fI� 0 CONNECTORS PER DRAWINGS.130. 150 6 1fi0A-F. DES ICN STANDARDS WITH PROPERLY ATTACHED RIGID CE IL NNW. --SEE t�,4A•••At ..� A, TOT.LD. 47.0 PSF lillip TRUSS o CUNfORN N/APPLICABLE PROVIS1nJ5 OF NOS G TPI. AN ENCU EER'S ALPINE TECHNICAL UPDATE 17/1/91) TOR PROPER / C-71SEAL ON THIS ORANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS •''•.-'C,'1 p"-�.•' IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TMUSS ERECTION CONTRACTOR. •....• OUR..FAC. 3 3 0 1 1 1 O O O O O C� ­TPI • TRUSS PLATE INSTITUTE. LIDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 2 4•0" Job: (42398--TREvETT HOMES INC.) / CJ20 2'3'7 End Jack w THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 200 C WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 2.29 2.29 m TRUSS DESIGNED FOR 110 MPH WIND, 20.76 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, <n R) PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Iv Ln w m R=23# W=1"8 21'3'4 It7 7 F,;;- 0] __ 2X4 (A1) a 519'11' 1 1-6-0 i 2-3-7 2'3"7 VER 3 SUPPORT R=292# W=3"8 R=11# W=3" PLT. TYP — ALPINE R TP F Rev 17.3t SCAL 55 03 5000 **IMPORTANT* ,LP"� ENG TNEEHEU PRDDuc79. INc W A RN I N G`N155E5 REQUIRE EIfTREME CARE C= p � � � SHALL rlEi BE ERED RESPONSIBLE FOR AUY 1N HAt10l.ItfG, ERECTIoII AND ��'•.tA. AN%''• TC LL 3 PSF REF 8235--70112 ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN /N P11i1C4�'9%. TC DL 7•0 PSF DATE 10/09/95 = FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QST88 BY TPI. FOR ADDITIONAL SPECIAL PERMAIIENT BRACING RE ALPNIE GONnKIONS ARE MADE OF QOGA GALV. STEEL FETING ASTM OUIREMENTS. INRESS OTHERWISE INDICATED, TOP 3� CT 9 BC DL 10 O PSF DRW HCUSR235 9528253H A446 UH 0 EXCEPI AS VOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL HE LAIERAI.LY BRACED WITH PROPERO 0 PSF HC-ENG AMB►^ -�= H4 60 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD .parm^^ SC LLCONNECTORSPtR DRAWINGS 130. 150 6 ISDA-F. DESIGN S7A1DAR05 WITH PROPERLY ATTACHED RIGID CEILING --SEE ` ; TOT.LD. 47 .O PSFC� LO IFOIWM/APPLICABLE PROVISIONS OF 1405 6 TPT. AN ENGINEER'S ALPINE fECHNICAL UPDATE 17/1/911 FOR PROPERSEAL OH 1N11S URAWING APPLIES TO THE COMPONENT DEPICTED HERE OAfWALL APPI-ICAITON. FUGHSH A COPY OF THIS ..: ouR.Fac. 1 33 C3 C7 1N OLA Y. ANO SHALL '40 BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTIOtJ CONTRACTDR. •"'• 7 0 1 1 2 TRUSS PLATE INSTITUTE. NDS • 1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION P A NG 24•0" Job: (42398--TREVETT HOMES INC.) / CJ21 5'9'2 End Jack v THIS DWG. PREPARED FROM COMPUTER INPUT_ILOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 200 360 c WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 5.76 5.76 U) : Lt Slider 2x4 SP #3: BLOCK LENGTH = 3.827' TRUSS DESIGNED FOR 110 MPH WIND, 22.72 FT MEAN HEIGHT, n WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^' ENCLOSED OR FULLY OPEN BUILDING. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. U3 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln ro PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. ED PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. no cn w to R=189# W=1"8 25'1"13 3X4 n ]0.09 In T 8X8 (E4) 9'4 1-6-0-1- 5-9-2 �----- 5'9"2 ---� OVER 3 SUPPORTS R=396# W=3"8 R=67# W=3" PLT. TYP.- ALPINE DESIGN CRIT TPI F Rev 17,3t SC55042750 **IMPORTANT*W1PINE ENGINEERED PTIDUUCTS. INC. WARN I N GTRUSSES gEOUIRE EXTREME CARE µ"' k, E� o r� o Q CI .' RA'"'•., TC LL PSF REF R235--70114 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY IPI. SEE THIS DESIGN Q�IF�C� 9� TC DL 7.0 PSF DATE 10/09/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 1 `��10.'�9 . BC DL 0 .0 PSF DRW HCUSR235 95282539 A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AIA UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD a+-�—' BC LL 0 .0 PSF HC-ENG AMBI - c= CUIWlECTDRS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPEP-Y ATTACHED RIGID CEILING --SEE �ER % ��� : � ; TOT.LD. 47 0 PSFoSEALOON THIRM SDRAWINGAPPLIESLE OTO THE COMPONENT DEPICTEDEHERE DRYWALLTAPPLICATIO ECHIIICAL oAFURNISHTE /AICOPYROFRTTHHIS O, o .: 111111111111llll111 OUR. . 1 .3 3 III DIA.V, Alll1 SMALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. A--TPI - TRUSS PLATE INSTITUTE. "0S - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / CJ22 4'4'5 End Jack THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB): 340 200 280 c WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 4.36 4.36 1n : Lt Slider 2x4 SP *3: BLOCK LENGTH = 2.916' TRUSS DESIGNED FOR 110 MPH WIND, 22. 14 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) r11 ENCLOSED OR FULLY OPEN BUILDING. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to IU PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. nl Tn a 0 R=137# W=1"8 23'11"13 3X4 ^ in 10.13 F7 Q _T 8X8 (E4) 9"4 4-4-5 - 4'4"5 -{ OVER 3 SUPPORTS R=335+ W=3"8 R=491 W=3" PLT, TYP,- ALPINE Rev^�17 3 SCA 55043750 C] p p p p Mn **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC WARNING'RUSSES REQUIRE EXTREME CARE �N•• "•q� TC LL 30 .0 PSF REF R235--70116 SHALL NOT BE RESPONSIBLE FOR ANY IN HAfllN,IIW;. tHEC710N AND �'• NXF C= p p p DEVIATION FROM THIS DESIGN OR TF/ESE SPECIFICATIONS, IN ANY BRACING. SEE HIB-9t BY TPI. SEE THIS DESIGN /\\� Pjii�C� TC DL 7 .0 PSF DATE 10/09/95 C3 p p p FAIT LIRE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY tPI. FOR ADDITIONAL SPECIAL PERMANEINT BRACING RE 'V:V"i aLPllff f:uHNECTOgS ARE NADF OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHEt1NI5E LINDICATED, TOP (�' I ; BC DL 1O •O PSF DRW HCUSR235 95282540 pp A44G GH B EXCEPT AS NDTED. APPLY CONNECTORS IO EACH FACE OF CHORD 51NALL BE 1ATEPALLY URACED WITH PROPER I� ALPINE p 1AU55 AND UNLESS 01HERWISE LOCAtED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF HQ-ENG 1AMBII/w p p CONNECTINS PEP DRAWINGS 130, 150 F 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE S• •.•� � ;= TOT.LD. 47 .0 PSF �IIlil�I�IIII�I�II I��I TRUSS O COLIFORM M/APPLICABLE PROVISION$OF NOS 6 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1!91) FOR PROPER 0 IQ O SEAL ON 7HI5 ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ••••'•'. oE�► •' OUR.FAC. 1 .33 C=3 O CC p p III ONLY. Alli] SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONIPACTGR. .... IL -TPI TRUSS PLATE INSTITUTE. NDS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / CJ23 2'11'8 End Jack v THIS OWG. PREPARED FROM COMPUTER INPUT .GOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 280 200 200 c WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 2.96 2.96 m : Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.005' TRUSS DESIGNED FOR 110 MPH WIND, 21.56 FT MEAN HEIGHT. m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) N ENCLOSED OR FULLY OPEN BUILDING. Ln DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IV PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOENAILS AT BOTTOM CHORD. ry Ln a R=80# W=1"8 22'9"13 3X4 to m 0. 8 T8X8 m 9'4 19'11' 1-6-0 T 2-1178- 2' 11"8 -11-82' 11"8 ---{ OVER 3 SUPPORTS R-278# W-3" 8 R=31# W=3" PLT TYP.- ALPINE CRIT T - Rev 17.3t SCALE - OQ 5000 **IMPORTANT**ALPINE ENGIt1EERED PRODUCtS, INC WARNING REOUtRE EXTREME CARE o,.•• . A TC LL 30 .0 PSF REF 8235--70118 SHALL NOT BE PESPONSIBLE FDA ANY IN HANDLING, ERECTION AND µ'• • h�(C C� C:::' C= C= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9t BY TPI. SEE THIS DESIGN tv\ •AIFIC• 9%'•. TC DL 7 .0 PSF DATE 10/09/95 p p O T= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 'v• P '� _�'• [� G O O AI_P INE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP (3� ••! ; BC DL 10 .0 PSF DRW HCUSR235 95282541 p O tC C= A44Tf GR 8 EXCEPT AS NOTED. APPLY CONNECIORS TO EACH FACE OF CINIPD SHALL BE LATERALLY BRACED MITIi PROPER Of -� 0 O PSF HQ-ENG AM81'w I� A L P I NE IC US$ GND ItILE55 OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC ED PLYWOOD SNEA7HIt4. BOTTOM CHORD �.. BC LL p p CUNNECipRS PER DRAWINGS 130, 150 6 1604-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE :' •.•A1•••.4 � �'•� TOT.LD. 47 .0 PSF CONFORM W/AP PL[CABLE PROVISIONS OF H05 C TPI. AN ENGINEER'S ALP iIff IECIYNICAL UPDATE 17/1/911 FOR PROPER •' �/ �A (111111 Qj 111111111111111!1111111o TRUSS pSEAL ON THIS DHAW INO APPLIESTO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF YHIS OG" .•' `f IC c OUR. 1 .33 CI G7 p p p p TN GtA V, AHU SIIAII 1X11 BE RELIED UPON IN ANY OTHER NAY. DESIGN TO iFIE TRU55 ERECTION CONTHAC(Oq. '• .--TPI - TRUSS PIATE It1STITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION PACING 2 4 " Job: (42390--TREVETT HOMES INC.) / CJ24 1'6'12 End Jack v THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ C-) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 230 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 1 .56 1.56 U) : Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' TRUSS DESIGNED FOR 110 MPH WIND, 20.97 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) N ENCLOSED OR FULLY OPEN BUILDING. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. cil A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln ni PROVIDE ( 2 ) 16d TOE—NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE—NAILS AT BOTTOM CHORD. ti Ln a IU R=5# W=1"8 21'7"13 3X4 U] 10.287 BX8 (E4) -~ (u 9.6 19'11" 1-6-0 1-6-12 r' 1 '6"12 OVE3R SUPPORTS R=238# W=3"8 R=15# W=3" PLT. TYP.— ALPIN CRIT TP — Rev 17.3 SCA•E 5505 5000 C� C-1 C= p O C= **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC WARNING7RUSSES REQUIRE EXTREME CARE •,.• "'pA�... TC LL 30 .0 PSF REF R235--70120 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND •' W'• NSF' . [=ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN \:• tlFl(,`' !' TC OL 7.0 PSF DATE 10/09/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE •IQ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTNERWISE INDICATED. TOP 3 � 9 • •. BC OL 10 •0 PSF ORW HCUSA235 95282542 A446 GR B EXCEPT AS NOTED. APPL'T COlAffC10R5 TO EACH FACE Of CHORD SNtall BE LATERALLV BRACED NITH PgOPER TRUSS AND UNLESS OTHERWISE LDCATEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD .• . r BC LL0 •C PSF HC—ENG AMB�✓CONNECTORS PER DRANINGS 330. 150 C I60A-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING -- SEE ••� :^ ,(�� TOT.LD. 47 .0 PSF oCONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI AN ENGINEER'S ALP114E TECHNICAL UPDATE (7/1/911 FOR PROPER . ...�{p SEAL Off THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE OR/MALL APPLICATION. FURNISH A COPY OF THIS •••;:E71EpEN�•' . DUR.FAC. 1 .33 Illlllll�llllflillllllllllllfllllll C7 C� O p p p IN Of ILY. AND SHALL 1407 BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRU55 ERECTION CONTRACTOR. ... •--TPI . TRUSS PLATE INSTITUTE. NOS . 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (4239B--TREVETT HOMES INC.) / EJ25 7' End Jack v THIS DWG. PREPARED FROM COMPUTER INPUT.(LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ c BOT CHORD 2x4 SP #2 N UPLIFT (LB): 480 200 440 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 m : Lt Slider 2x4 SP #3: BLOCK LENGTH = 4.635' TRUSS DESIGNED FOR 110 MPH WIND, 23.24 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) "' ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED W DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY, Ln MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE l 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ti Ln a w R=234# W=1"8 26'2'3 Z(E4) 8X ]to 9'11" -6- 7-0-0 OVER 3 SUPPORTS R=4521 W=3"8 R=83# W=3" PLT. TYP.- ALPINE DLSIGN QRTT TP - Rev 17.3t SCALE 555055 500 **IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC. WARN I NGTRUSSES NEUUIRE EXTREME CARE M~ NSF 0 0 o c� o o o' R� "••.. TC LL 0 . PSF REF R235--70121 SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLIIIG, ERECTION AND D O [= O DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN f P�{frC1 9, , TC DL 7.0 PSF DATE 1 0/0 9/95 G O C= O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST68 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Q O c=I O ALP114E CONNECTORS ARE MAGE OF 20G4 GALV. STEEL MEETIIJG ASTM OUTREMENTS, IJLLE55 OTHERWISE INDICATED. TOP �3• 99•^A :T'. BC DL 10 .0 PSF DRW HCUSR235 95282543 O C= O p A446 UR B EXCEPT AS NOTED. APPLY C.OIWJECTORS TO EACH FACE OF CHORD SHALL BE I_AIERALI Y BIIACEO WITH PROPER • 'C pF 1� ALPINE C=3 I/IUSS AND UNI ESS OTNERNISE LOCATEU ON THIS DESIGN. P051TION LY ATTACHED PLYWOOD SUEAIHING. BOTTUM CHORD n �.�✓� BC LL 0 .0 PSF HC—ENG AMBtt- Cj C=3 CONNECTORS PER DRAWINGS 130. 150 6 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE ��(YO•".`•••�Q �• TOT.LD. 47 .0 PSF 1� TRUSS O CONFORM N/APPLICABLE PROVISIONS OF NDS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 11111111 O SEAL ON TH15 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURIJISH A COPE OF rHls :�; o+ •' DUR.FAC. 1 3 3 Q G7 c G IN ONLY, AHD SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �.... ­TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOA WOOD CONSTRUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / HJ26 12'2'8 Hip Jack Girder THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense PROVIDE UPLIFT CONNECTIONS AT BEARINGS--AS-INDICATED. (SBC) I BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 740 200 n WEBS 2x4 SP #3 BRG.LOC (FT) : 0.00 12.21 12.21 C : Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' TRUSS DESIGNED FOR 110 MPH WIND, 23.23 FT MEAN HEIGHT, U} WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 1) ENCLOSED OR FULLY OPEN BUILDING. N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. w THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. SETBACK ONE SIDE AND 10-09-07 SETBACK OTHER SIDE. CORNER JACKS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. HAVE NO WEBS. ** REFER TO DRAWING 1, 158, 989R FOR TRULOX CONNECTION DETAILS. ID N U1 A fl R=330# W=1"8 2X4 26'2"12 T4 4X4 Ln 2.5X4 v 5.79 J u-) 1.5X3 3X4 21'3" 3X8 (E3) 4X5(R) 3X4 8*15 1'2'11 871 19'11` 3X4 (E3) a 3.54 R=853# W-1"8 _ 1 2-7-6 T 4-7-14 'T 7-6-10 12'2"8 OVER 3 SUPPORTS R=753# W=6"2 PLT. TYP.- ALPINE DESIGN CRIT TPI F Rev]17.3 SCALE 550.2500 O cm l= O O C7 **IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC WARN I NGTRUSSES PEOU14E EXTREME CARE TC LL J 0 •0 PSF REF R235-70124 SHALL NOT BE RESPONSIBLE FOR ANY 1N HATIOLING, ERECTION AND Q E:::' O U DEVIATION FROM THIS DESIGN OR THESE SPEGIFICATIDIIS, UH ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN _l TC DL 7.0 PSF DATE 10/09/95 O G7 C] O FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITH OSTBB BY TPI. FUR ADOITIONAL SPECIAL PERMANENT BRACING RE 3'R•••RAAf;,•• C7 C7 C7 O ALPINE CONNECtDRS ARE MADE OF 206A GALV. STEEL MEET NNi ASTM OURREMENTS. UNLESS OTIIEPW15L INDICATED, TOP %N�•;p%FjC; 9'Y BC DL 10 .0 PSF DRW HCUSA235 95282544 g C7 C7 cm cm A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LAIERAILY BRACED WITH PROPER J.• 8 o A L P I N BUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 3: ;!"': BC LL 0 • PSF -ENG MCL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS NITH PROPERLY ATTACHED RIGID CEILING --SEE TOT•LD. 47 .0 PSF a TRUSS 4 CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI AN ENGINEER'S ALPINE TECHI41CAL UPDATE 17/1/911 FOR PHOPER a.-�^' C7 SEAL ON THIS DRAWING. APPLIES TO THE COMPONENT UEPICIEO HERE DRYWALL APPLICATION. FURTNSH A COPY OF THIS :.'�••� :Q , ' OUR.FAC. 1 .3 3 � IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN t0 THE TRUSS ERECTION COMPACTOR. •__�/ � r= c= --TPI • TPUSS PLATE INSTITUTE. NITS 1991 NATIC14AL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION Eft SPACING SEE ABOVE J Job: (42398--TREVETT HOMES INC.) / CJ27 8' End Jack V THIS DWG. PREPARED FROM COMPUTER INPUT_(LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #12 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 310 200 c WEBS 2x4 SP #12 N BRG.LOC (FT) : 0.00 8.00 8.00 En TRUSS DESIGNED FOR 110 MPH WIND, 22.43 FT MEAN HEIGHT, D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. w Ln PROVIDE HANGER AT LEFT END OF TRUSS FOR 388.11 LBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 3 ) 16d TOE-NAILS AT BOTTOM CHORD. Iu .a Ln 24'7"5 In rn En 6.99 21'3" 3X4 2X4 (A1) m 4 7 45 i 3-3-8 F 4-8-8 8' OVER 3 SUPPORTS 8-388# W=3" PLT, TYP - ALPINE CRIT TP F - Rev 17.3t SCALE - 0.5000 **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. W A RN I N G,"'s s T1EOU1gE EXTREME CARE O p p d O O ,••M.' N' SHALL NOT BE RESPONSIBLE FOR ANY 311 HANOLIIIG. ERECTION AND ' NA F•.,. TC LL O PSF REF 8235--70126 O O O p DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TAX. SEE THIS DESIGN /vim P�IF1C� 9•,;•, TC DL 7.0 PSF DATE 10/09/95 C7 O FAILURE TO BIIILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 9 i��•T•, �+ O O Q O C=3 O IA ALPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEET[NG ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �3� 47ra7i7 Ba.. DL 10.0 PSF DRW HCUSR235 95282545 O O O O A44G GR B EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER BC LL O O PSF HQ—ENG AMB,4- A L P I N E p IWISS AND 10ILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �`" µ...��` p p CONNECTORS PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE t• O"+�+".4 �,(�� TOT.LD. 47 .0 PSF 4441{ CONFORM N/APPLICABLE PROVISIONS OF 1105& TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER / + 1�IIIII� I1����I III��i�II II�11if1 o TRUSS p SEAL 014 THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS RC�� 0 0 oUR.FAC. 1 .33 O p O O p p IN ONLY' AND 'HALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ..� +--TPI - TRUSS PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION SPA­NG 24•0" Job: (42398--TREVETT HOMES INC.) / CJ28 5'1'11 End Jack v THIS OWG. PREPARED FROM COMPUTER INPUT ,(LOADS & OIMENSIONS) SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP #12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) _ BOT CHORD 2x4 SP #12 N UPLIFT (LB) : 200 200 200 c WEBS 2x4 SP #'2 N BRG.LOC (FT) : 0.00 5.14 5.14 m TRUSS DESIGNED FOR 110 MPH WIND. 21.60 FT MEAN HEIGHT. m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. `'I Ln PROVIDE HANGER AT LEFT END OF TRUSS FOR 254.05 LBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m IU PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ri Ln m 22'11"4 U7 6.99 421'3" 3X4 2X4 (A1) m --r- 4'6 d 5 ~ 19'31' _i 3-3-8 T 1-10-3 �---- 5' i" 11 OVER 3 SUPPORTS R=254# W=3" PLT. TYP - ALPINE CRIT TP - Rev ^17.3t SCAL 55065000 **IMPORTANT**ALPINE ENGINEERED PRODUCTS. INC. WARNINGTRN55ES REUUIHE EXTREME CARE ,N• '••qAM•• TC LL JO .O PSF REF R235--70127 SHALL NOI BE RESPONSIBLE FOR ANY IN HANULINU, ERECTION AND . N'� N�(C'• C=ATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN /v\ Q,�1F�C4 9 ,, TC DL 7 .O PSF DATE i0/09/95 O FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTOS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 7v tO ALPINE DONINcC71i5 ARE MAGE OF 20GA GAIY. STEEL MEETING ASTM DUIRENEHTS. UIILESS DTHERNISE INDICATED, TOP i3 •�1 BC OL 10 .0 PSF DRW HCUSR235 95282546C= A446 GH B EXl EPT AS NOTED. APPLY COw1ECTORS IO EACII FACE OF CHORD 511ALL BE LA tERALLV BRACED WITH PROPER """ iLIA.i[,TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOR .-�✓ BC LL0 .0 PSF HC-ENG AMB kx- CONNECTORS PF.R DRAMINGS 130, 150 C 160A—F. DESIGN STAIIDIROS WITH PROPERLY ATTACHED RIGID CEILING --SEETOT.LD. 47.0 PSFIIIIIIII III IIIIIIIIIIIII1�1 flil CONFORM N/APPLICABLE PROY(SIGINS OF LIDS C iPI. AN ENGINEER'S ALPUIE TECwNICAL UPDATE 17/1/9U FOR PROPER I II �I I12IpSEAL ON THIS OPINING APPLIES TO THE COMPONENT DEPICTED HERE ORYNALL APPLICATION. FURNISH A COPY OF THIS ••'••:�; oE•►...•'" OUR.FAC. 1 .33 C7C= C= p [= p IN ONLY, AIA]SHALL NOT BE RELIED UPON IN ANI OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ""- I--IPI - IRN!i5 PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ISPACING 24-0" Job: (42398--TREVETT HOMES INC.) / CJ29 2'377 End Jack y THIS DWG. PREPARED FROM COMPUTER INPUT ,(LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) n BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 280 200 c WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 2.29 cn TRUSS DESIGNED FOR 110 MPH WINO. 20.76 FT MEAN HEIGHT. D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF .(BOTTOM) ^� DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. 41 Ln SHIM ALL SUPPORTS TO SOLID BEARING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. to MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. LII IU PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. m 1U Ln V R=34# W=B" 21'3"4 2X4 (Al) 7 p 10" 4 5 4 5 1-6-0 T 2-3-7 2'3"7 VER 2 SUPPORT R=292# W=3"B PLT. TYP - ALPINE R T TPI F - Rev 17.3t SCALE 5506 5000 **IMPORTANT**ALPINE ENGINEERED PRODUCTS, INC. W A RN I NGTRusaES REQUIRE EXTREME CARE 0 0 o Q o Q �H/IiyjF.- TC LL 30 . PSF REF R235--70129 SHALL NOT BE RESPONSIBLE FOR ANY ]N HANDLING, ERECTION AND ATRUSS pEylAitUN FROM THIS DESIGN OR THESE SPELIF(C,AIfONS, OR ANY BRACING. SEE HIB-97 BY TPi. SEE THIS DESIGN \ P`1FIC* 9' TC DL 7 .0 PSF DATE 10/09/95 F4[LIIPE TO BUILD THE TRUSS IN COGFOHMANCE NITH pSiBB BY TPf. FOR tODITIOtAL SPECIAL PERMA!$NT BRALING RE ALPINE CONNFCTORS ARF.MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. LWAESS OTHERWISE INDICATED. TOP !399�0W-!": BC DL 10.O PSF DRW HCUSR23B 95282547 A446 GR B EXCEI•I AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER • �'& OF �+ AMB NHUSS AHO UNLESS OTHERWISE LOCATED UH THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD u• i..� BC LL 0 .0 PSF HC-ENGCONUELrORS PER DPAW114GS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY /TIACHEO RIGID CEILING -- SEE � ' •.� TOT.LD. 47 .0 PSFCGNFUHH W/APPLICABLE PROVISIOils OF HOS C TPI. arl ENGI1lEER'S ALP[i!E TECHNICAL UPOA.[E (7/1/911 FOP PROPER Q/ y(�:• ��II� ISEAL OH T1115 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •'':�;fRED� DUR.FAC. 1 33 11 1 1tlI IQ QQQ Q IN-ONLY. AFA1 SHALL NOT BE PE LIED UPON IN ANY OTHER WAY. OES IGH TO TI$ iRU55 ERELTiON CONTRACTOR. "" .--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / CJ30 5'1'2 End Jack v THIS OWG. PREPARED FROM COMPUTER INPUT,(EOAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #'2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) X BOT CHORD 2x4 SP #t2 N UPLIFT (LB): 230 310 200 WEBS 2x4 SP #13 BRG.LOC (FT) : 0.00 5.76 5.76 uCi : Lt Slider 2x4 SP #13: BLOCK LENGTH = 2.267' TRUSS DESIGNED FOR 110 MPH WINO, 22.73 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) N ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED cn DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Lnn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ru 00 PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. N PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Ln b, OD TI25'1"i3 2.5X4 v c 3X4 10.14 F7 21'3` 117 'T— 3X7 (E3) 4X5 (R) X4 1.3. 9' X19'11" 3X4 (E3) 1-6-0 1 3-3-8 T 2-5-10 f� OVER 3 SUPPORTS R=392#E W=3"B Sn' 55571 PLT, TYP - ALPINE T Rev 7 CALE - 0.3750 C7 O p O O O **IMPOR 1r ANT**ALPTNE ENGINEERED PRODUCTS, INC WARNING!,"" S REQUIRE EXTREME CARE �� TC LL 30 .0 PSF REF 8235--70131 OATRUSS SNAIL NOT BE PESPONSIBLE FUR ANY IN HAIIULIHG, ERECTION AND ��' "•AT/�'••DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ;.Q,...... • TC DL7.O PSF DATE 10/09/95 FAILURE TO GUILD THE TRUSS IN CONFORMANCE WITH OS708 BY TPI. FOP ADDITIO14AL SPECIAL PERMANENT BRACING RE f Z ALPINE CONVECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP (3� =?" BC DL 1O.O PSF DRW HCUSR235 95282548 A446 Edi B EXCEPT AS NDTEDI APPLY COHWECTORS IO EACH FACE OI CHORD SHALI BE LAIERAILY BRACED WITH PROPEER ' TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD 5HEAIINNG, BOTTOM CHORDBC LL 0 .O PSF H —ENG AMBIK— CONNECIORS PER URAWINGS 130. 150 6 16DA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEECONF :�' ••At1 � �,"sTOT.LD. 47.O PSF (O SEAL OM THISPl DRAWING ICABLE APPLIES�TO OFIS HOS CIOMPONENT DEPICAll TED WERE DRYWALLTAPPLICATIONICAI N. FURNISH DATE /A(COPY OF FOR THIS ••O •'.. IIIIIIII�II�1111 1IIII 1�11 IIIIIIIp O O O p p tN t'fLY, ATAI SMALL lllll OE RELIED UPON IH ANY OTHER WAY. OESITN TO THE TRUSS ERECTION CONTRACTOR. '•'•' DUR.FAC. 1 .33 7 IPI - TRIIS5 PLATE INSTITUTE. 1175 - 1991 NATIOUAL DESIGN SPECIFICATION FOR WOOD CONSTPUC7ION ISPACING 24.0" Job: (4239B--TREVETT HOMES INC.) / CJ31 4'4'5 End JaCk THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) m BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 230 200 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 4.36 4.36 m : Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.273' TRUSS DESIGNED FOR 110 MPH WIND, 22.14 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) lU ENCLOSED OR FULLY OPEN BUILDING. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. UI IU PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Iv Ln b, ED 23'11"13 1 .5X3 ca Cll fY') /3X7 (E3) 4X5 (R) 213" T 1 3•9"1 1 1-6-0-1- 3-3-8 T-0-f3 �---- 4'4"5 ---►� OVER 3 SUPPORTS R=335# W=3"B PLT. TYP.- ALPIN CRIT T - - Rev 17.3t SCA•E 550.3750 C= p C= C= d p **IMPORTANT*,*ALPINE ENGINEERED PRODUCTS. INC. WARNINGTRDSSES REQUIRE EXTREME CARE ��.• "p .., TC LL 30.0 PSF REF 8235--70132 SHALL NOT BE RESPONSIBLE FOR ANY IN HAr10LF1G. ERECTION AND µ'• k,' OATRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN fy� "(Ifl(,`"'9!'•. TC DL 7.0 PSF DATE 10/09/95 d FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V� P ��++ALP114E CONNECTORS ARE MADE OF 206A GALV. STEEL NEEIIN6 ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP (3 �' Bl. DL 10 O PSF DRW HCUSR235 95282549 A446 GR B EXCEPT AS NOTED. APPLY CONNECR)R5 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSSANA)UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC4460 PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 •0 PSF H -ENG AM81w O CONNECTORS PEH GRANir1G5 130, f50 G 160A-F. DESIGN STANDAR05 WITH PROPERLY ATTACHED PIGIO CEILtts['.--SEETOT.LD. 47 .0 PSFo CONFORM N/APPLICABLE PROVISIONS GF N05 E TPI. AN ENGiN FER'S ALPINE TELNWIICAL UPDATE (7/1/91) FOR PROPERt= SEAL ON 1HIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS •'; oE<► •� DUR.FAC. 1 33al7 QOC:.7 O IN OILY. ANO SNALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS EREE71ON CONTRACTDR. •"" 1 3 2 .--TPI . 1RU55 PLATE INSTITUTE. IAIS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" Job: (42398--TREVETT HOMES INC.) / CJ32 2'11'8 End Jack v THIS DWS. PREPARED FROM COMPUTER INPUT.(LOAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) m BOT CHORD 2x4 SP #2 N UPLIFT (LB): 250 200 200 c WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.00 2.96 2.96 cn : Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.063' TRUSS DESIGNED FOR 310 MPH WIND, 21.56 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^1 ENCLOSED OR FULLY OPEN BUILDING. w DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. cn A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. LD MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn IU PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. 03 PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. N Ut Ln 0 Trk 22'9"13 fV 3X4 21'3" 10.22 3X7 (E3) 1'1'5 d 5 19'11' 3X4 (E3) 1-6-0 j 2-11-B �--- 2' 11'8 --{ OVER 3 SUPPORTS R=278# W=3' 8 PLT. TYP,- ALPINE DESIGN CRIT TPI F Rev 17.3t SCALE 55085000 **IMPORTANT***ALP114E ENGINEERED PRODUCTS. INC. W A R N I N GTRUSSES REQUIRE EXTREME CARE M• N/ p o o p cT o "R1"" .. TC LL 0 .0 PSF REF R235--70!33 SHALL NOT BE RESPONSIBLE FOR ANY IN HAtNL Ir1u', ERECTION AND 7.0 7 pATRUSS DEVIATION FROM THIS DESIGNOR THESE SPECIFICAitONS, OR AwY BRACING. SEE H[8-91 By TP[. SEE THIS DESIGw w� �iFict 9� TC DL / .O PSF GATE 10/09/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OS708 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE COtU1ECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP (3� CT99 =!" BC DL 1O.O PSF DRW HCUSR235 95282550 A4d6 LN D EXCEPT AS NOTED. APPLY COIHJECi0R5 10 EACH FACE OF CHORD SHALL BE LAZERAILY BPALED M[TH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SIIEAIHIIJG, BOTTOM CHORD ` Q...✓ BC LL O.O PSF H -ENG AMB?m— CUHHECTORS PER DRAWINGS 130. 150 C 16DA-F. DESIGN STANDAPOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE �' �IE". "�.' TOT.LD. 47 O PSF L011FORM N/APPLICABLE PROVISIO14S OF Ib5 C TPI. AN ENGINEER'S ALP114E TECHNICAL UPDATE 17/1/911 FOR PROPEP / � r.• � I �SEAL UN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FIJR415H A COPY OF THIS �.��RC�c��' I I III p OUR.FAC. i .33 C= O L= O p IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "'• IW1';S PI AFE INSTITUTE. HDD - J90I HATIOUAl. DESTGN SPECIFIr.A11OH FOR NOON CONSIRIICTIOU ISPACING24.0" Job: (42398--TREVETT HOMES INC.) / CJ33 1.6712 End Jack v THIS DWG. PREPARED FROM COMPUTER INPUT .(LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) � BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 360 200 200 c WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 1.56 1.56 m : Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' TRUSS DESIGNED FOR 110 MPH WIND, 20.97 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) N ENCLOSED OR FULLY OPEN BUILDING. 4/ DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U1 f1.1 PROVIDE ( 2 ) 16d TOE-NAILS AT TOP CHORD. m PROVIDE ( 2 ) 16d TOE-NAILS AT BOTTOM CHORD. ti Ln Ln R=4# W=1"8 21'7"12 3X4 10.327 3X7 (E3) 3'13 20'5"6 9"5 6 6 -1- 3XIJ�3) 1-6-0 1-6-12 I -1-6' 122 OVE 3A SUPPORTS R=238# W=3"8 R=16# W=8" PLT. TYP.- ALPINE CRIT TP F Rev 7.3t SCAL 55 583 S 5000 '*IMPORTANT**.ALPINE ENGINEERED PRODUCTS. INC. WARN N I N GTRUSSES REQUIRE EXTREME CARE C=3 L= o 0 0 1= of 0. RAl'yj�, TC LL 3 PSF REF 8235--70334 SNAIL NOT BE RESPONSIBLE FUR ANY !N HANUI.ING. ERECTION AND L�ATRUSS DE.VIAII014 FROM IHIS DESIGN UH THESE SPECIFICATTONS. OR ANY BRACING. SEE HIS-91 BY fPl. SEE THIS DESIGN /v\-P.j1FIC•� 9�, TC DL 7.0 PSF DATE 10/09/95 O FAILUPE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPELIAL PERMANENT BRACING RE �` O ALPINE COIUfECTDRS ARE MADE Of 206A GALY. STEEL. MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 70P BC DL 10.0 PSF ORW HCUSR235 95282551 O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY URACEO WITH PROPERO O PSF H —ENG AMB/'+�TRUSS AFD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD a,,.✓� BC LLCONNECTORS PEP DRAWINGS 130. 150 6 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIUID CEILING --SEE S' •••� IQ ; - TOT.LD. 4 7 O PSFC3 SEALCUNFYHISPDRAWBING APPLIESaTO THEHS OF N COMPONENT DEPICTED HERE DRYWALLINEER'S ALPINE TAPPLICATIONIECHNICAL DAFURNISHTE XAICOPYROFRTHIS Q� gi11111111111111111I�III I`= •'• �DE+!�•- OUR.FAC. 1 .33 IN OIAY. AID SHALL NOT BE RELIED UPON IN ANY U1HER MAY. DESIGN 10 THE TRUSS ERECTIUN CONTRACTOR. �....• C= p o o N� o SPA ING 24.0" --TPI - TRU 55 PLATE INSTITUTE. IDS -_1991 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION Job: (42398--TREVETT HOMES INC.) / EJ34 7' End Jack THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INOICATEO. (SBC) _ BOT CHORD 2x4 SP #2 N UPLIFT (LB): 230 380 200 c WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 7.00 7.00 cn : Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.261 ' TRUSS DESIGNED FOR 110 MPH WIND, 23.24 FT MEAN HEIGHT. D WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN A 8.50' ENO ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. Lnn MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. Iu PROVIDE l 2 ) 16d TOE-NAILS AT BOTTOM CHORD. Ln Ln N 26'2'1 T 0 2.5X4 v X0.1 p to 3X4 21'3" T3X7 (E3) 4X5 (R) X4 8'15 1 3• 119'l l' 3 (E3)°5 -6- 3-3-8 3-8-8 OVER 3 SUPPORTS R=447# W=3"S Seq: 55585 PLT. TYP.- ALPINE F-1 CRTT TP Rev •] 7. t CAL - 0.2500 O O O Q O O **IMPORTANT*"LPIIIE ENGINEERED PRODUCTS. INC. WARNINGTRUSSES REQUIRE EXTREME CARE ,�.• ^•pA••. TC LL JO .O PSF REF 8235--70135 ATRUSS SHALL NOT BE RESPONSIBLE FUR ANY IN HANDL TTX], ERECTION AND r M'���N/�'•• DEYIAIION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY IPL SEE THIS DESIGN fv��•P11FIC� %• TC DL 7 .O PSF DATE 10/09/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V.*ALPINE COINFC10T4S ARE MADE OF 20GA GALV. STEEL MEETING ASTM GIIIREMENTS. UNLESS OTHEPNISE INDICATED. TOP8 ='" BC DL 10 O PSF DRW HCUSR235 95282552 A44G GR O EXLLPI AS NOTED. APPLY CONNECIONS TO EACH FACE Oh CININU SNAIA BE LAILRALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON 11115 DESIGN, POSITION LY ATTACHED PLYWOOD SMATHING, BOTTUM CHORD 6' BC LL O •O PSF H -ENG AMBI4 - COI111ECi0R5 PER DRAWINGS 130. 150 4: )SOA-F. DESIGN STATX)AROSWITH PROPERLY ATTACHED RIGID CEIL114G --SEE � • 1 •' TOT.LD. 47 .O PSF IIIIIIIII�II VIIIVIIIIIIICOLIFORM N/APPLICABLE PROVISIDFIS OF NDS C TPI. AN ENGINEER'S ALPINE FECHIIICAL UPDATE 17/1/91) FOR PROPER Oj �QLA /SEAL ON )HIS 0 AWIIK. APPLIES TO ihlE COMf�ONENf DEPICTED HERE DRYWALL APPI.IL'A7ION. FVHNISH A COPY OF THIS -••• pc�•••••' OUR.Fac• i .33 Q Q O Q Q IN OI1.Y, ALAI SHALL LWIT BE PELIEO UPON IN ANY OTHER NAV. DESIGN TO IHC TRUSS ERECTION CONTRACTOR. ••••' •--TPI - 1141IS5 PLATE INSTITUTE. NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CINISTRIICTION ISPACING 24.0" Job: (42398--TREVETT HOMES INC.) / PB35 THIS DWG. PREPARED FROM COMPUTER INPUT_ILOAOS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB) : 200 200 c WEBS 2x4 SP #2 N BRG.LOC (FT) : 0.56 7.39 Ln TRUSS DESIGNED FOR 110 MPH WIND, 25.06 FT MEAN HEIGHT, m WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) ^' DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED Ld WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ID MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Ln R1 m ti REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. In Ln Lo 3X4 12 2X4 (AI) X4 (A 1) —f3 23'1'8 3-6-12 3-6-12 �- 7' 1"8 OVER 2 SUPPORTS R=361# W=3"B R=361# W=3"8 PLT. TYP.- ALPINE CRIT TP F Rev 17.3t SCALE 5508 5000 **IMPORTANT*�LPINE ENGINEERED PRODUCTS, INC. WARNINGTRUSSES REQUIRE EXTREME CARE .. w AN TC LL 3� .O PSF REF 8235--70136 C=I C7 C= O O O SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING, ERECTION AND p +�(1'~ OATRUSS C=3 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN l� Q,tlilC '�!�, TC DL 7.0 PSF DATE 10/09/95 dF4ILURE TO BU1L0 THE TPU55 IN CONFOPMANLE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE •� 9 ALPII4E CONVECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOPBC DL IO O PSF DRW HCUSR235 95282553 A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSSAlly UILLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD �` Q..•-�? BC LL O .O PSF H -ENG AMah-- CONVECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STA14ARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE t� � Q • ror.Lo. 47 .O PSFo COWFORM W/APP-IC ABLE PROVISIONS OF NOS C TPI. AI ENGINEER'S ALPII4E TEEMI41CAL UPDATE 17/1/911 FOR PROPER (��/�.....� At l4llt illSEAL 014 THIS DRAWING APPLIES TO THE COMPONENT UEPICTED HERE DRYWALL APPLICATION. FUWIISH A COPY OF THIS ••� ►..•� OUR.FAC. 1 .33 `I o O p d p C7 1=7 111(NX-Y• AND $II AIL 1401 BE RELIED UMA IN ANY OTHER MAY. DESIGN TO THE 1RUSS ERECTION CUNTRACTOR. �••� - IPI - 17,` PI ATE INSTITUIF. IMS - IJJI NA11011AI DESIGN SPECIFICATION FO" WVVO C01POPIiCT1ON ISPACING 24.0" CITY OF !&+LNG Be"A--TW_ d Office of Building Official REQUEST FOR INSPECTION Date � Permit No. I Time / Mtp Received 1-7 Job Address Locality Owner's ` i� � Name I Contractor nf"' 1 CrI 1 — BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION n _ A.M. Mon. Tues. /► we . Thurs. Friday P.M. (/j,/// Inspection Made P.M. `�- Inspector Final Inspection Certificate of Occupancy ❑ Date 3—419 r0 l 11'' /CITY O/F 9 Office of Building Official REQUEST FOR INSPECTION DC// LSI I r"1��� ✓ Permit No. ate / i Time Received Dc e.,h Grove Pr,r, Job Address Locality Owner's Name ' ` �je Contractor BUILDING NCRE ELECTRICAL PLUMBING MECHANICAL Framing 11 Doting ❑ Rough Wiring 0- Rough ❑ Air Cond. & ❑ Re Roofing E) Slaw � Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. ues. Wed. Thurs. Friday Inspection Made pM. Inspector Final Inspection ❑ ( Certificate,of Occupancy ❑ T t V ��® ~ ' _ r t, Date ����,,� //CITY OF 4&0146 Office of Building Official REQUEST FOR INSPECTION Date �~ ✓ Permit No. Time A.M. Received P.M. 7 U �-mac.c r► Jo ress L�ity Owner's / —_. Name Contractor BUILDING C NCRETE ELECTRICAL----� PLUMBING MECHANICAL Framing Footing ❑ � Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole C: Top Out ❑ Heating Insulation ❑ Lintel ❑ in I U Sewer ❑ Fire Place ❑ Pre Fab Y FO_. SPE ION A M. Mon. Tues. Wed. Thurs. Friday Inspection Made i. RM. Inspector Final Inspection ❑ Certificate of Occupancy b D/ Date ©( /CITY OF /n/ 1'Y&4� /3e",A-99 Office of Building Official REQUEST FOR INSPECTIO Date Perfnit No. �" r Time A.M. Received M. / q qz? Job Addre Locality Owner's f ` Name Contractor h BUILDING TE ELECTRICAL PLUMBING MEG ICAL Framing ❑ o 'ng ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel O Final C 1 Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION -,—' A.M. Mon. Tues. Wed. Thurs. Friday /a A.M. Inspection Made v P.M. Inspector Final Inspection ❑ l Certificate of Occupancy ❑ a,�.�� Date i Tertifirate of Mccupancu Tito of Atlantic +► each — Floribo F 13rvttrtmPut of Nuilbing Jnspution This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard 'I Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single Family Residence Bldg.Permit No. 11123 Group*•frame Type ConstructionSjf— Fire District Atlantic Beach Owner of Building Larry Fyffe Address 1770 Ocean Grove Drive Building Address 1770can Grove DrLecality Atlantic Beach, FL 3223 By. DON C. FORD Building Offici I Date: l r2 POST IN A CONSPICUOUS PLACE i CITY OF 4& at& Ae A-ala i ® Office of Building Official REQUEST FOR INSPECTION Date Permit No. �` D-3 _ � (" .�i� Time - A• Received 1 •M• Job Address L lity Owner's Name Contractor BUILDING C ETE ELECTRICAL PLUMBING MECHANICAL Framing - oting G Rough Wiring ❑ Rough ❑ Air Cond.& ❑ ne Roofing Slab ❑ Temp Pole i: Top Out ❑ Heating Insulation ❑ Lintel ❑ Final I__ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection M nspection Certificate of Occupant d �C6 Date CITY OF �l� /3earfi-�latsaP� Office of Building Official REQUEST FOR INSPECTION I c I DatePermit No. f Time A.M. Received P.M. n l� Job Address Locality Owner's /� Name Contractor / )fe BUILDINGCONCRETE ELECTRICAL_ PLUMBING Y�MECHANICAL - c ... Fiammg ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer n Fire Place ❑ Pre Fab READY FOR INSPECTION , nom Mon. Tues. ed. Thurs. Friday.._.__ P.M. l J � ✓ A.M. II Inspection Made P.M. Inspectorr Final Inspection wKinuawot'Occupancy C: Date ----- ----- — CITY OF I n5 4&4/if4c Be4c6i-Qmd' a Office of Building Official �3 REQUEST FOR INSPECTION Date Permit No. Time Received M. Job Address �y Owner's Name Contractor BUI NG CRETE ELECTRICAL = ECHANII mg ❑ Footing ❑ Rough Wiring ❑ Rough ❑ ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday M. j ) A.M. { Inspection Made e ` P.M. Inspector ina Inspectio --�� Certificate of Occupan Date _ CITY OF Office of Building Official REQUEST FOR INSPECTION Date ` - ` f Permit No.Time /J� Q A.M. Receivedyy P.M. Job Addressality Owner's �- ,oc Name Contractor --- BUILDING CRETE ELECTRICAL PLUMBING MECHANICAL Framing F 1Footing Rough Wiring I Rough C Air Cond. & Re Rooting ILI Slab t-j, Temp Pole -. Top Out ❑ Heating Insulation i-1 Lintel ❑ Final Sewer LJ Fire Place Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made -��_ S___-_______P.M. Irrspgctor---____ ✓ - Final Inspection I Certificate of Occupancy : ©!, A)PA"O.J A rm! Date d�uGY �i7fs�!!__���r.� CITY OF 4& Be 4-99&i"fa Office of Building Official REQUEST FOR INSPECTION Date � � Permit No. Time Received � P.M. , Job Address y Locality Owner's— eL / I��'ilP-("T� -e Name _Contractor BUILDING CO CRETE ELE� PLUMBING MECHANICAL Framing Footing Rovgh CM1YT mg C Rough Ci Air Cond. & -_ Re Roofing ❑ Slab L, Temp Pole Top Out ❑ Heating Insulation ❑ Lintel L Final Sewer ❑ Fire Place G Pre Fab READY FOR INSPECTION ;M �Mon. Tues. Wed. Thurs. Friday C,1 A.M. inspection Made Final Inspection 7 Certificate of Occupancy a Date _ r CITY OF Office of Building Official 1` (� REQUEST FOR INSPECTION Date-//- _ Permit No. Time Received QM 770 � f� Job Address Locality �j� Owner's �� Name ___ _Contractor BUILDING NCRETE ELECTRICAL UMBIN MECHANICAL Framing n ooting C: Rough Wiring Rough Air Cond. & ❑ Re Roofing ❑ Slab G Temp Pole F- Top Out ❑ Heating Insulation ❑ Lintel Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. o.n �.�/, Tues. Wed. Thurs. M. 1 A.M. Inspection. Made __P.M. nspector Final Inspection C Certificate of Occupancy Gate 1 „ CITY OF ! /� 4&4a4c A e4c4-99&u*da Office of Building Official REQUEST FOR INSPECTION Date /�— !� �� Permit No. Time A.M. Received 1 .r P.M. J b Address Locality Owner's -72 Name Contractor _,If BUILDING ICONCRETE7: --" ELECTRICAL PLUMBING MECHANICAL Framing ing Rough Wiring Rough G Air Cond. & -i Re Roofing r✓; Stab Temp Pole Top Out ❑ Heating Insulation 17 Lintel E Final = Sewer ❑ Fire Place ❑ Pre Fab _ READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday f#M. Inspection Made _� "` `^'� ~r --- y mal inspection C ! Certificate of Occupancy E Date 6 CITY OF oW otic Beard-&;&sd4 Office of Building Official REQUEST FOR INSPECTION date_ -". Permit No. Time A.M. Received _ Vz�-,( Job Address orality Owner's 7 Name — -- BUILDING CONCRETE ELECT AL r PLUMBING MECHANICAL Framing -? Footing Rou h Wmn Rough Air Cond. & Re Roofing Sial-', emp ole CTop Out C Heating Insulation i= Lintel Final Sewer =; Fire Place C Pre Fab READY FOR INSPECTION QA M. Mon, Tues. Wed. Thur-. Friday_,- A.M. Inspe tion Made -- _ "- ___.PM. _�_- -- --— Final Inspectio Certificate of ccupancy Date __� _— CiTy OF TOffice of Building Official+u GUES? FOR INSPE l/ D 11f z 5 43 Permit No. Tie M. aceived M. Job Address 10, Locality Nner's p ' Contractor ILD C C E E ELECTRICAL P4H1 ING ? ECHANICAL`1 aming Footing ❑ oug firing Rough ❑ Roofing Slab ❑ Temp Pole Top Out Heating >ulation L1 Lintel ❑ Final Sewer ��� ire Place ❑ Pre Fab READY INSPECTION Tues. C +A 6. Friday_ —",� — 7 A,M. ectior.Made _. _P.M. J_ Final Inspection Certificate of Occupancy t_ Date CITY OF i Office of Building Official REQUEST FOR INSPECTION Dat _ �`� Permit No. Time A.M. Received P. 7 Job Address cality �ILDING ContraETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ *oing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting �❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation y� Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ / Pre Fab READY FOR INSPECTION A.M. Tue . Wed. Thurs, Friday P.M. A.M. Inspection Made © P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted S �i7c� s eyt)7 v /N or VP "' E44,_ /=CJD T r r, /3 0 3 3 _5'r4-,V- P,4 M is .Ce>d C_ $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 of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- P` c ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. NOTICE OF ADDITIONS or • " • D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted &_cJ,--2--mss~ A)157— C9 f;r_ al`C9b= x_- 111 s Aja, I?q $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 of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLS , tc-©/Q NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted y kT � 1'T $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 of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL OF • MW"HoUl - JOB ADDRESS DATE THIS.JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before h the job will be accepted Ai S r ?E t $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 of approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL /= A, . -4. 4F ADDITIONS or CORRECTIONS D• NOT REMOVE JOB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted a - RoA�7 TFf7 a207 'Z F_*f 2 s Ti=.aI /-I I sswco (Na7' A71 etrns(oc XA-F)r-�� �fJ. $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 of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. B`