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Permit 1040 Little Cypress Key (vault) A ADDRESS BUILDING PERMIT NUMBER 1Z -33 INSPECTIONS: FOOTING 12- UNDER ZUNDER SLAB PLUMBING SLAB q FRAMING COVER-UP INSULATION — � FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # / / 2- INSPECTIONS ROUGH FINAL MECHANICAL PERMIT # PLUMBING PERMIT # / NOTES: p • V&RYLE TYPe DraM3b938 Date: 2/22/82 81 Receipt no: :27.38 ATLANTIC BEACH BUILDING DEPT. 14 PEi�IITS-BUILDILBa 1 790725 Trans nw�r: $27.88 Trans date: 2/22/82 Tice: 11:87:41 OUILUINh ,1NV 4Vr4IN%2 w44rCV 1 lull vi r 144%W11 I' CITY OF ATIANTIC BEACH ATLANTIC AIACN. FL"IDA•t►aee APPLICATION FOR MECHANICAL PERMIT CALZIN NUMBEN i - IMPORTANT — Applicant to complete all item: in sections I, Il, III, and IV, (LOCATION s/►»t A44#016-,�1�,�1�,�,�1�_rc q��..... ..� Isftrw" iMeltti Mhh.A. And i fI(JILfy1NG Mt►•dfrfdlest __ " i -- '11. IDENTIFICATION To be completed by all applicants. I. ce•rdoreriM of p"Wo mire. far 40kj the well as deteribed in the above doternont We horoby Saar to prlorm sold Work in occordsnce ..M the sMsclt/d 'Iene Sod opecificolk'"I which ore o pert horool end in eccordence With the City of J&ck►onvillo ordinonces and slondrrd: of tieod ►rsN•q &$led lbrois, Nw of Neebelsol �renbNlMr Ceerwea 1/ris11 4 111&" memo of 1�wwh 0W.« of A�M A� A fl�Aelll/e e� NN A►ehffeti or hNMor U1. fiPlrtN. MIWAMA110t'!! , 1 A. Tnf!!Ir el�»�fw1: br IB OTNu1 WNl1TMlCTION •IINQ GONE ON tiY•�s�"� THIS WILDING 0n SITE t 0of If TEi, GIVE NNMSKIR Of CONiT11VCTIO* 0911MIT f701640 — 1110"* V. /r0"A06 L OWMA rr 10 IN 11ATUA9 o1 VX" (#"" 'i WW*W %M OrA of t►t,-I,gal ( NeNdeAllAkl Of t] Commercial !M•t O iMM p Mae.wt fIf C>lttl"1 O Ile« O New swlwlty 0-Ar CO-Mba1Nt O Rem fl�Ceand �htp ou" modsol oqmb/...._. �Iw. Q NOW W416PAIIN(No 11yoteM p/wlouell►InglIf o. Q RsAlOwNer O [blinolon a Won to edstine oysir" fa Qthef— NW.1ty_- nh i a � Qo..J,\ _ D pwo 10 4 Mem« of b***.. 13 Ww•e, p &AWG O I • fowl«) �••. "OS wAw 1011 aAa UM*MY 1"wli`.wl f�eeeAell p te�.1�t� Aslaelh • O u�.t/wrew vows �� D GIM►—�wr~► u.sr��c��ltril�.r. Urs nus 000"Wr AM CIolta1fol AJOhaler( cQvhlsf� M1111iar ZA111e >ODwr,111t!!m DOW a N*.%b - C =TM • PUMAa& "Kinik r11110AC" It'IAI�Veifo 1� ftwd"WMr • l, Mi ... r ''f mum of !w{v CITY OF Citic Seacl - ��ivtida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 February 11, 1997 Mrs.Barbara Hendricks 1040 Little Cypress Key Atlantic Beach ,F132233 Re: Lot 111, Selva Lakes Unit 3, Re# 172027-5814 Dear Mrs. Hendricks: It has come to our attention that there exists on your property a violation of the City of Atlantic Beach code of ordinances Chapter 17, Section 17-31 in that a fence has been installed without first obtaining a permit from the city of Atlantic Beach. Your cooperation in alleviating this problem by applying for and receiving a building permit will be greatly appreciated. The condition above described should be remedied within 5 days from the date of your receipt of this notice ,failure to comply may result in this case being referred to the Code Enforcement Board. Under Florida Statutes 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. If I can be of any assistance or if you have any further questions please feel free to call me at 904- 247-5855 Sincerely, Karl W. Grunewald Code Enforcement Officer cc: Public Safety Director VIA CERTIFIED MAIL. RETURN RECEIPT REQUESTED 2/11/97 CITY OF ATLANTIC BEACH 8:21:28 CMR007 SPECIAL INVESTIGATION CMN007 COMPLAINT # 5665 COMPLAINT DATE: 97/02/11 ASSIGNED DEPT/DIV: 10 06 PRIORITY CODE: 0 COMPLAINT TIME: 8:09:32 TAKEN BY: KARLGRUN COMPLAINANT: CAB , ADDRESS: ATLANTIC BEACH FL 00000 PHONE: 904-000-0000 EXT: LOCATION: 1040 LITTLE CYPRESS KEY ATLANTIC BEACH FL 00000 OWNER: BARBARA HENDRICKS COMPLAINT DESC: NO PERMIT ISSUED FOR FENCE M DATE OF INVESTIGATION: 97/02/11 INVESTIGATOR: GRUNEWALD --------------------------------------------------------------------------- CONDITIONS FOUND: AS PER COMP ACTION TAKEN: CERT LETTER TO OWNER COMPLIANCE: NOTES: LOT 111,SELVA LAKES CIRCLE UNIT # 3 RE# 172027-5814 h CITY OF ,�_ 4&406&0 h -"#t�G,d4 Office of Building Official REQUEST FOR INSPECTI N ZL Date "'"` Permit No. Time Received Joo Address Locality Owner' I ; ..... t . Na _ Contractor BUILDING CONCRETE ELECTRICAL PLUMBI MECHANICAL Framing Ll Footing D Rough Wiring 0, Rough Re Roofing Slab C Temp Pole C Top Out L beating Insulation E Lintel ❑ Final D Sewer E, Fire Place 0 Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P. A.M. Inspection Made P.M. Inspector Final Inspection 11 Certificate of Occupancy G Date f rEPI R: m I also wish to receive the 1 •Complete items t andtor 2 for additional services. w •Complete items 3,4a,and 4b. following services(for an •Print your name and address on the reverse of this form so that we can return ttas eXtra fee): card to you. athis form to ftfront of the mailpiece,or on the back if space does not 1.❑ Addressee's Address m � ■ Retum Receipt Requested•on the mallpisce below the article number. 2.❑ Restricted Delivery C •The Return Receipt will stow to whom the article was delivered and the date delivered. Consult postmaster for fee. 0 3.Article Addressed to: + � 4a.Artfcta N" 4b.Service Type , !iat�) ,? r� "4 ❑ Registered l=1 ,:,e trtified a ❑ Exprep Mai! ❑ Insured Receipt for Merchandise ❑ COD �- 7.Date t Delivery 3 . ILAA . S.Received By:(Print Name) 8.Addressee's Add r d C and fee is paid) .Signature:(Addressee or gent) , ► Qt�t yr X PS Form 3811,December 1994 Dome ipt ` PSR-3844 13333 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION LOCATIONINF(7RMATIC?N Permit Number: 13333 Address: 1040 LITTLE CYPRESS KEY Permit; Type:FE13CE ATLANTIC, BEACH, FLORIDA 32233 Class of Work:NEW LEGAL DESCRIPTION ---------- Constr. Type:WOOD FRAME Block* Lot: 110 Twp- 0 Proposed USe:SINGLE FAMILY Section: 0 Subd: Rng: 0 Dwellings: 1 Subdivision: SELVA LAKES Est . Value: 0000 improv. ! Cost Total 10 .00 Amount - WQr,,k FE PT-ANS �{ � " `Tlt ON _ *_ -- APPLICATION FEES ----------- Name--i _, -- Rsm '� `, PERMIT 10 .00 Addr 10. PRESS KEY -004%1- B FLORIDA 3 PhC)ri X11 { '� � " . C A R ORMRT I ON Nam PR CY ERT# NE Addyo-",. I I!i4v , Exp, A T ar�n? o 1A, e + f, NOTES: p I E I Ip 4 ' NOTICE-ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' 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 %&EMAP AkVO8W FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDINP()EPA TMENT By; -.ter' APPLICATION FOR FENCE PERMIT Owners name_f �_ Phane_ �'`�'�..5 ---- -------- ---- Job Address_ 't _ LotBlock and/or Unit #__ Subdivision_ <t/ig Contractor if different from owner_ �`__SG�" _[ _ . ----------------------------------------------------------------- Valuation of fence , Corner or interior lot_-_ _ ivy Type construction_--1 ' � _ I�O Show location and height of fence as well as location of street(s) . Owner signature " JC �-------------------Date- Contractor signature -----------------------------Date e� - , o p' r) it a ` P a` `A 1 lei V- "I ;r Vv) 14 tA 1:4 L o � c; i L. (10 Ica) \ �� Ik i 1 z z.4 /RE gr/1— j l/ N�aN I Jo c gyp' �J �P a s9" 3i G 3z.�Av AyUA/DA7/O� SURi/s /- 03 (;Z>o�v, HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDEH MY RESPONSIIA L DIFIFCTION. MEETS THE MINIMUM LEGEND IFi'HNK AL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTEH r,F(;1 t FLA ADMINISTHATIVE CODE PuRSVANI TO SEC TION 4 i 2 027.FLORIDA STATUTES) AND FURTHER CERTIFY THAI IHERF AHE NO VISIB[-F ENCROACH a CONCRETk MONUMENT MEMS -41ON THE SUB,*( 1 PROPERTY EXCEPT AS SHOWN ON THIS SURVEY • 1,2 FOUNDIRON 0 1,2"SET IRON-L 8,I71N FLQ.QQ QERTIFIQATE IRF L(,I SHOWN HEREON IS IN FL 000 e R I BUILDING RESTRICTION LINE e'.,NL >: _- __ Ay !,HOW', oN DIL fL(,UO iNSOFIANCE RATE CLARSON .IWl ASSOCIATES, INC. - CENTRAL ANGLE J JcJ (/ K'.r •IMMuN '• f-A NEL. h,� q0'S– UATFU ¢-/j 89 1E13 NAI GU AVE JACK90NYILLE. FLA 32207 R RADIUS A ARC DISTANCE CN CNORD DISTANCE /! Q // Q t • PC POINT OF CURVATURE SLIFIVE YE0 DE['EM9E� V )�JS— _ Q. P! POINT OF 7ANOEMCY JQ I!r,IWI,r[)I, u, OX; IiA PRC POINT Of REVERSE CURVE LiGtSE tet- /^✓/L� F C C POINT OF COMPOUND CIgYE Z �l 37 PL. 21 FIELD BOOK 937 PG, GG,67 1844 12069 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ___-—- LOCATION I NFORMAT I ON -------- Permit _-_Permit Number: 12069 Address: 1040 LITTLE CYPRESS KEY Permit Type*.UTILITIES ' ATLANTIC BEACH, FLORIDA 32233 Class ss of Work:NZW LEGAL DESCRIPTION Constr. Type:WOOD FRAME Block: Lot.110 Twp,. {} Proposed Use.SINGLE FAMILY Section. t? Subd: Rng*. 0 Dwelling 1 Subdivi.sion:SELVA LAKES Est . Value: Improv. Cost,; 0x00 'dotal' 5:60 .00 Amount 560.00 a W .be l � tr `y}` r , gr APPLICATION C/ TT F@S W • ... Nam CKS PERMIT 0 .00 A4dr': " KESSKEY P WA Im4pW FEE �0' 0 C FLORIDA � - IKam P io 6' WATER 1411 /tAP 52 5 '00 RADON OAS_R.R.SF 0.00 C R R FORMAT I RADON CAS 5% 0 .00 - N .00 I `: n P Fb p IIl9= 0 0 Addr: SEWER TAP 0 .00 CROSS CONNECTION 35.00 L EkI'' NOTES, NOTICE -ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL;Rim H M)DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST BE CLEARED UP AND.IIA ED-AWAY BY EITHER CONTRACTOR OR OWNER ". {,�Ll�g� �I RcptK imt� 1. rwl "'FAILURE TqNO OMI I WITH THE MECHANIC'S LIEN LA IJLT IN THEPROPEE' ER PAYINGTWICE F RTHE SUILD ! EMENTWIIS SUED ACCORDIAPP %1�ED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR '��VIOLAT ON OF APPLICABP ISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PER 1T)IwiFOIl11ATN ', LC>CTi tlhf5R11AT131V, Permit Number: 23509 Address: 1040 LITTLE CYPRESS KEY Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: _ Improv. Cost: Date Issued: 2/21/2002 Name HOGAN, SHAWN Total Fees: 27.00 Address: 1040 LITTLE CYPRESS KEY Amount Paid: 27.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/21/2002 Phone: (000)000-0000 Work Desc REPLACE HVAC SNYDER HEATING & AIR COND. x. 27.00 ! r tl 7- i2l v � �a NOTICE`- "11wI 'a4'i "f� a T it1S CTION BUILDING MATERIAL, IC SPACE,AND MUST BE CLEARED U R. �►.. . A BY`E�f HE �f�tTtACTOR'0 4 =.,' "FAILURE TO COMP L( `_ IN THE PROPERTY OWNER PA Y ISSUED ACCORDING TO APPRO '�' AND SUBJECT TO-REVOCATION FOR VIOLATION OF APPLfCABLE PRO - pr: pERYLE Type: OCDra 36693 Date: 2/22/r 91 D Receipt no. 7.N ATLANTIC BEACH BUILDING DEPT. 14 PERMITS BUIL Trans I'm. N Trans date: 2/22/92 Tire: 11:87:41 I DATE• � PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: 7-4 - - 0---- ----------------- --------------- - --------------- ------------\ ---------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. (-;IZR LY, I � B ILDING INSPECTION DIVISION I c :FILE i CITY OF ! - Office of Building Official 3 d9, REQUEST FOR INSPECTION 3 Date [ � Permit No. — Time C r V A.41 Received /J Job Address Loc ' Owner's Na Contractor BUILDING CONCRETE ELE AL P MBING MECHANICAL Footing — Air o Re Roofing Slab Temp Pole - Top Out C Heating Insulation = Lintel _ Final Sewer Fire Place Pre Fab READY FOR INSPECTION .M. Mon. Tues. Wed. Thurs. Friday AN. Inspection Made _ '� PM. Final _ Certificate of Occ -------------- CEtr#tfit CtIft of Mccul-flaury (situ of Atlantic igtnc4 — Nlodba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard fs Building Code certifying that at the time of issuance this structure was in compliance with the I j uarious ordinances regulating building construction or use. For the following. Single Family Attached 11133 Use Classification g Bldg. Permit No. Group tubs@ Type ConstructiorkOf raIDeR.Dis�ic�t Atlanfgca Beach 81 vy Owner of Building Shaffer & Sons J .1 8 — --- �1 — Address)a c-�-an<izi 11a-,- Fes3221�-6 B ing Address 1040 Little CgpressL Atlantic Beach, FL 32233 By: DON C. FORT) ! f Building Offic 1 Date: .,,"�_ Y✓ i POST IN A CONSPICUOUS PLACE 4 i ! k - 0- Wax t �. owl Ol N Good_ p�<ato9 � Mgv _ Ne pia�e )ate Coat<aoto P C Fite Fat? M meeved �r^� CR\, Ft p Oot Pie pM Sob� RoU9�po5e {' gridaY �v+oe`S NG9�� na \Nsp�C�\ON - Foo FpR f ,3 S�abei AEQ��"Ned. 051?e of O000Pa^ / i\o q = Date 0o fU Ge�t�i� t�Paton �1 ues ©;� 4 �rPC IVU kL (,LA;5blt_- Le 003 MAP SHOWING BOUNDARY SURVEY OF LOT .__A1_1___ BLOCK - AS SHOWN ON MAP OF S46'l- V4 ZA�5 1.11VIT 7,411f4�e A$ RECORDED IN PLAT BOOK , !� _ PAGES OF THE CURRENT PUBLIC RECORDS OF: DUVAL CO,, FLA, FOR- NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. OVV -.40?c' ?t JWK ravel 1/3-71-j J.J C2 21! 0 )f?43 5r. . 0 0 '41 R 0 6 1996 Building and Zoning p.p C 0 A'4 It; 3 ,rl ;gd 4. N N� h. tau t as ck '4 '4 14) c ZZ 41' li,4 -p 0 ZIP. N'll '0 C?�? -9 &-S) 2 2 3 I HEREBY CERTIFY I HA1 !Hl ;IJAVFY, PF 911'QRMEII ONOLR My AESPONSIBLE DIRECTION, MEFTS THE MINIMUM LEGEND 57ANOAHL)S F(-)R LAND SURVEYORS IN ACCORDANCE WITH CHAPTER f:, I'L.A ADMINI,';7RAIIVE CODE PURSUANT TQ SECTION 472,o27,FLORIDA STATUTES i.AND FURTHER CERTIFY THAT IHFAF AAfNQ ViSISLF ENCROACH 0 CONCktTE MONUMENT MINIS IRON 1 1,FQUN13 IPON THF, '5U8JkJ.'! PRQPf.R'TY I.XCEPI AS SHOWN 0N THIS SURVEY 0 112 0 ,+a'-SET IRON-L.B.INK 5H,,wN HFHLON 15 IN FLCKIC i1.N,1. BUILDING R69TRICIt011 1.114r., A. .SNOWN '.JN T,1[' Ft )(.)C, INSURANUF RA7 CLARSON INI:) ASSOCIATES, INC. CE"Ill4t ANGLE MAO: :IMM IN,7 1 '>AlNf i N" -5RADIUS "ALDO AYE. JACKSONVILLE, FLA 12207 A ARC OiAtAmCfl ck CHORD DISTANCE G POINT OF CU*VATUflf SURVEYED P.T POINT op rANgskey Gl�'.SfFHIHO SURVEYCit. SCALE sT;_ I.R.C. P0101I OF REVERSE ckm" POINT Oil COMPOUND CUIRM /c P6. FlaD 904x .63 7 _p'G—GG,6/C!7Sep 3 e CITY OF rct.�c �eac� - 7t�Cvrida 800 SEMINOLE ROAD —.._.__--------_----- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247.5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: -9 _ (11 - C?�- 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 rely., Building Department 11309 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT I NFORMAT I OR - LOCATION INFORMATION - Pormi t Number: 11309 Address: 1.140 LITTLE CYPRI�SS KEY Permit. Type: J!lLCN TICAL ATIAI" TIC BE CH, `.PLORIDA 32233 Class of Nark: � NEW ' ..__.. ,._.. - LI�tIA,L I}IIaSCRIPTION -�--- .�_ CeLr; Type: WOOD FRAME Lat �1li� �lc�+�k�r Section: + i Rr posed use: SINGLE VAX ILY Township: RNC3. 0 0 1linas ; 1 Cade: 0 Subdivision* 13I?LVA LAKES k ,timated Venue: $0 .00 Improv. Cost: $0 ,00 Total es,• $39.00 Amo $3-9.00 Nosh TRAL HEAT AND AIR TOF ION ..� . APPLICATI - FEES -- CLASSIXPERMIT $39.00 At'1' xess� LII+ CYPRESS KEY WAT IMPACT FEE $0.00 T CH, PLORIPSI A ,AP RADON OAS-H,R.S. $0.00' T' NFORMA ON RADON CAB 5% Deme: �S EATING . AIR CQ CAPITAL IMPROVE. $0.00 4 Mill OR ' ARK PLbR IDA 32073 CROSS CC�NNEGT I tJN $0 .00' Lids G Type r 3 SEC H IMPACT` PRE .00 CONST.SURCH.AROE B 00 e NOTES; F s AtMCE�—ALL CONCRETEfORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING „-. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE F: BUILDING MATERIAL,RUBBISH AN DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY`�I,HER CONTRACTOR OR OWNER ` `FAILURE TO CO A :Y WITH THE MECHANIC'S LIEN LAW CAN RESULT IN 'SHE�' PERTH WNt PAYING TWICE FORTHE BUILDING IMPROVEMENTS ISSI AC F Jith1 "I O APPROVBQ PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOC�►'I�IO1� VIQI I� API I irp Bit»I PRO�/ISIONS 01= LAW. &t t/I is j ATLANTIC BEACH BU LDING DEPARTMENT: W1000M IID' By; CD o 10, d� N Q N �.. J+ 1 m a C n ti o ca p a o a � Z CD Nom a CA m sin CD i iO Z P-0 G`- w o 7 1 0 0 to "Zi U �j CITY OF 4&414c Beac,4-AM �f Office of Building Official REQUEST FOR INSPECTION J Date ,�` / — Permit No. TimeA.M. Received f,ff PM, JLocality i Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing 17 Rough Wiring C1 Rough E, Air Cond,& C� Re Roofing 11 Slab a Temp Pole Cl Top Out Heating fx Lintel ❑ Final 0 Sewer _ Fire Place Pre Fah READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. ridgy `- A.M. Inspection Made f ' F RK Final Inspection Inspector Certificate of Occupancy Date z TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit No. Address KM::& se3&x=exxxxxxX'Axkun*m= xcafxxbkwcV Please update your records accordingly. J ' h k y u, ��.J BUILD NG CLERK CITY OF ATLANTIC BEACH /vcb 99 Building and Zoning BAY11EAE10W".')' FLT TEL No . 904'2966005 Feb 14 ,96 8 :20 No . 008 P .,.')l EH$ 1FUK1 I t L 1-,;)U4 1-or i v i. ck a V i L -"I- 0 40- CHEC ACOREDITATXOX Na. SN2291 2 Rinker COMpRXSfi1VR STANNoTH 03P 00YORETZ CYLINDER8 Rinker Materiel$coloof$0on Oftr&laboratory ) *04 010foono Mood Clients Rinker Materials — orl. Lab. Report No.: Orlondo,FL 32810 P. O. BOX 606240 967631-1 PO,Boo 005240 ORLANDO, FL 32860 '� )9 04140,FL 32090-0240 0 2 '32 6166 Fac Inve(407)2024020 JACKSONVILLE DISTRICT W#PNAO(407)202.61" Contractors lwptlart EASTPORT sq Kix 0060t Y2 JAAU- S. 0 tin speoitiod Strength$ 06—Dai--in a s Air Contonti 4.0 other #V*** 2 Date Samplodi 01/09/96 Load Site$ 10.0 O.Y. Slump: 5.0 Time Samplods 0800 hro Water Added Air Contents 3.4 Time Batchetd& 0745 hre Reforo Testi 15.0 gal. Unit Wt. : 140.0 lb/e-ft Trunk No. : 7998 After Teats gal cone. Tempt $1 OF a, Delivery Ticket No. s 2754550 Weather CoAd, i Fine Air Tempt 29 or ampled byt PLANT MRATING FOR Jobsite Additionst E2i+itA09NIT Location of Placemonti specimens Received in Laboratoryt Dates 01/18/96 Timet 1600 hro spot f men Dote Test 14649 per Dism. Area Max. Load Compressive froo. Remarks1.1). Tested A:* Volume in. Sq In. lbs,-F. trongth poi Type r 66283/A 02/06/96 2111 142.8 3.94 12.19 $0430 4140 66283/8 02/06/96 28 142.1 3.94 12#19 $3550 4390 I J VMS$ i. sampling, Specimen Molding, Curing, and Testing have been performed In Accordance with Applicable ASTM Standards and Methods, unless otherwise Acted. 2. specimen Consolidation Is by WON, uni.00, otherwise noted. 3. sp*oJean capping is with sulfur Mortar, unless othorwtso noted, 4. mats per Volum of Hardened Concrete was Determined in Standstd Moisturt Condition, uncap*, unless otherwise mated. S. Fracture Type Noted fs that Shown In ASTM C39 - 0.1.6 019VFA 2. ommm Distributiont A('911 Afhibri6v(,^IIAA*AW To* d ON 731 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82288 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. o C LOCATION Street Address: L/ ! C _ /t- OF Intersecting Streets: Between And BUILDING L/-/- � � Subdivision 11. 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 attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of goodpractice listed therein. Name of Mechanical cGowan' s Heatino & Air- Contractors Contractor (Print) Cond. Inc. Master CACO-18970 Name of M-48 Property Owner (�,� 19SS o' Signatureof Owner % // r'� Signature of or Authorized Agent �'GQ-(. 4✓(� '' 1°` hitse+ or Engineer III. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON c THIS BUILDING OR SITE Gs—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT 11/•33 C3 Other— Specify IV. MICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (P ide complete list of components on back of this form) El Residential or ❑ Commercial HO*t [3 Space ❑ Reused Y_Central Moor ❑ New Building Air Conditioning: ❑ Room antral ❑ Existing Building Duct System: Mater» Thickness _ ❑ Replacement of existing system Maximum opacity e.f.m. I-] New installation(No system previously installed) Q RefrigerationElExtension or add-on to existing system ❑ Other — Specify C Cooling tower: Capacity 0 Fire sprinklers: Number of heads — Q Elevator ❑ Manlift ❑ Escoletor (number) THIS SPACE FOR OFFICE USE ONLY D .Gasoline pumps (number) (Repjved) [3, Took- (number) Remarks Q LPG containers (number) ❑ Unfired pressure vesel O Permit Approved by Data Boom 0 Oar _ Specify Permit Fee LIST ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT Capacl Number Units Description Model Number Manufacturer y �� /w HEATING - FURNACES, BOILERS, FIREPLACES Number Units Description Moftl Number Manufaetursr (UM) ASMW TANKS Now many Naatnal Capacity Tarps Lou Id Naas of Serial Approving and DhneDAIMS Contained Manufacturer No. Agsnc�r CITY OF ATLANTIC BEACH, FLORIDA I Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19� IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: ASTER ECTRICIA SIGNATURE JOUBNAYMAN NAM o � ADDRESS: - RFD BOX BLDG.SIZE BETWEEN: RES. (oa APT. ( 1 comm. ( ) PUBLIC 1 1 INDUS. ( ) NEW (�')� OLD ( 1 REW. ( 1 ADDITION ( ) TRAILER (/1 TEMP. ( 1 SIGNS ( 1 SO. FT. SERVICE: NEW (V1 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE AMPS e COPPER ( ) ALUM. SWITCH OR BREAKERAMPS / PH Y W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0.90 S. 91.100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. I OVER APPLIANCES L I I BELL TRANSF. AIR N.P. RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. I 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 I FLASHER EACH SIGN FORWARDED TOTAL FEES f 11224 F,. DEPARTMENT OF BUILDING f' CITY OF ATLANTIC BEACH _. .. . PJ-R,MIT INrOWTION ;------» __ LOCATION INPORIIIIATION -- P rmit Number: Address: 10401 LITTLE CYPRZS HEY Permit' Type: PLUMBING ATLA141TIC BEACH, FLORIDA 32233` Class of Work: NEW -------------LZOAL DESCRIPTION Constr.. Type: WOOD FRAME Leat : 111 Block: section: Proposed Use: SINOLIC,,FAMTLY Township, RNO1 : 0 ' 'Dwelling sx 1 Code: I Subdivision: selVIA lakes Estimated Value, $0.00 Improv . Cost : $0.`00 Tot l 564.atl Amou $64.00 wmtt tin OTt OF APPL I GAT I G FEES 1 HOMES PERMIT $64.06 Addre E CYPFtES KEYS WA: IMPAC FEZ EO.Qwola O T CH,� `1��OFI'T �� Fee P n .' MA'I' M - TAP S:0. ; RADON OASH.R F S, $0.00 O NFORMA N - RAAON CAB 5V $0.00 ,OBE K PLUME I NO ms4e• sWxGA asmAAdbk �.wea�n^R0lttlAM '8A&'nAip Ads 304, 114 ERT SEWER TAP WOO 00, «TAC ILLE., FL 32205 CROSS CONNECTION $0 .44 Lic se Type: 4 SRC H IMPACT P'EII .40 aa, Ct1!IST. tJRC1IARa> $0. 0 CH ATL.B x NOTES: NOTICE --ALL COATI~FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF 166E .E BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED`AWAY EY EITHER CONTRACTOR OR OWNER ,FAILURE TO,COMPLY WITH THE MECHANIC'S LIE L.AW CA►N RESULT IN �. RAYINGTWICE FORTHE BUILDING TROVE " " "$of ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOC4TION.FOR . VIOLA-r1ON OF APPLICABLE PROVISIONS OF LAW. Date; 12/27195 4I ReptI 000M ATLANTIC EACH BUILDING.GtEPAF3TMENT (if QM 2843 r1� 143 B. r ... .1 :a,_ �� s ,. .. CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : M e OWNER OF PROPERTY : PLUMBING CONTRACTORlI f elt CONTRACTOR' S ADDRESS :. d -, 5� STATE LICENSE NUMBER: TELEPHONE HOW MANY OF THE FOLLOWING FIXTURES INSTALLED t SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES:4 x $3 . 50 + $15 .00 `/ MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 OF oloL'"" � e of�Ut�d�rg cIkox S �0ca\�tY P- De M�GNpNti Q Datee '`' {r'E ntt<,ctor P�UMe\N � Neat�p\ace � S\eGe ped (� 5 �° u9n F\te Fab Q Pddcess Sc, �� E`-� R�Cp lop�`t pre 1 Jo ,� ao 9 w'r\n9 get c v+ner s CpNGR�� O Name F°o\tn9 OR�N$r Trots• V,VOAG G stabet �aQy F <a RooF\n9 t n R fed- PM. na\\nsPect�o��Farm G vii-11 u\at°n F De&kcate°t Sues' Date Mon \nsPeotwn Made \nsPecto� CITY OF 4&414-c 120=4-0;&"1 Office of Building Official REQUEST FOR INSPECTION Date 19 JI-11 Permit No. TimeXK Received Z-3 - Z/—!i— P.M, Joh Address Locality Owner's Name Contractor Al- ,�� - BUILDINGONCRETfEt�ELECTRICAL PLUMBING MECHANICAL Framing Footing G Rough Wiring ❑ Rough Air Cond. Re Roofing E7 Slab Temp Pole D Top Out E, Heating Insulation Lintel 0 Final I-, Sewer Fire Place Pro Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. Friday--PM. e(- C� -��A.M,-r - Inspection Made PM. Final Inspection I-,, Inspector Certificate of Occupancy E Date out > ARTMENT OuBUILDING CITY OF ATLAIVT4-BEACH, -^ PL f I T I NORMT I ON _a------ L6,C .T I Opt I ORMT I ON Permit Tyre. B I�T� NC ATLANTIC 23� CB, PLCRIDAP22 � Class of,,Work: NM , ��..�;� � �� _ L QAL. DES I'AT'ION :Constr. Type x WOOP,. R.AM �s =, 11 Bak'c Sectio � P Ir cl U ".a rwPAI IL '�6wn'3hips RN€I DI I n ": Ca ,a � viz + I, tA LS Est lnat,ed Va mew ' $77706.00 6 Improv. Cost : $0 .0o' VA 'I'Crt1 X27'94. 46 su Arno- $2" 94 .`46 us Ural JR TION ... AP'PLICATION FES$ . . _ , S PERMIT 555 .Q . a IGHWAY # IMPAC EVER t}�?""' 0: Nil ' TAS S'5t. 44 "C } IWORMA N RAD ?N B 1. � m SIVA Sons EN . , �� t" STE„ 14 SEWER TAP $0.00- 'ILLS, 0,00- �7AC 'ILLS, FLORIDA 32256 CROSS ONNECTION $ 5.00 I, Type* 1 SEC H AMPM!T PEE , 0 {;�NS�. URCHARO ot 3tw GU06t% ill' I cvol # ?a s kh �+ NOTICE--ALL CONCRET'�FOR AND FOOTINGS MUST BE INSPI:CI'E PERMIT VOID SIX MONTHS,AFTER DATE OF ISSN � a 41 r MATERIA,RUBBISH AN DEBRIS FROM THIS WC?R#C MUST NOT BE PLA�CEt? �� .I �, � A�MI�T " Eil IJP ANC71iAaf ICES AW4Y`L3Y Ei' HSP'CQ1TlATt7RRtNER _ . RE,TO'cl ' WITH THE .11�ECHANIC'�v 1�.�EN L�kw cA�1 .RE ULT 1N �E, OPERTY C) ER PAYING TWICE FOR THE UI ;, . V EN EH "S" ' ACCOR©1NG"T4 APPRO1f81 PLANS VHHICH ARE PART OF THIS PERMIT AND SUBJfG` '"I REVOCATION FOi.. k OF APF#ICASL F�ROVISION$OF LAW, XO 111J1 #3 d..i 6,� ,..,.tia .... F/01ir�r i, GfU '�iR1 �q `ATLAN $ CH BUILI�t © A � 3T1 fi1�11131tCI CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 4 Date - r_ 91- Heated Square Footage ZZ6@ $ - per sq ft r ' Garage/Shed $ ( �� per sq ft = $ carport/Porch $ G per , sq ft = $ ` f Deck n @ $ `c per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ 771 766 Total Valu tion 1st Remaining Value per thousand or portion thereof TOTAL BUILDING FEE $ 0 7 Z 0c) + 1/2 Filing Fee $ "2D ( D) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ x'36•DO SEWER IMPACT FEE $_� WATER METER/TAP $ . CAPITAL IMPROVEMENT $ S-. OD SEWER TAP $ SECTIONAHOPAVING) ( .005) $_, _•�4 HYDRAULIC SHARES $ d CROSS CONNECTION $_ 1`� — (//(Y& SURCHARGE . 0050 $ 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: CITY OF A —OPERTY DESCP.IPTIOH arr�� 7 -`'� j}r J�1` 'CG UC'CICI - J(O;C�C� a 800 SENIINOLF:RUAU Lot �'-�1�----Block #--a---Section i�_ 1 = a� TLAN•tIC BE q AACIt.FLOR(U:�3223.1-5-145 Q99 TELEPHONE(904) 247-5800 FAX(904)247-5805 -__ ----Ming and Zoning street Hameo f/� L S DESCRIPTION OF WORK or Address: ---77--- - - � ih�---- - � --�4-- If FLOORD nXn'-------- Flcod Zone: _____area complete pager 3. Brief Single Family Dwelling Description.________ Class of Mork: (New/Remodel/Addition) New -------------- ZOIIING INFORMATION Type of Construction: Zoning Proposed Y1J District:-PUD-----Us.: S i_n g l e_ Family R e s i.d e u c e Estimated value s Exceptions or Materials:__SErucei Pinel Fur2_S_ Pine Variances Granteds ------------------------- Solid or _______ Filled Rool:_ajjjUgQa__ OWNER INFORMATION Method of Heat1ngs__EZQCLr1.D_____--_ Property Owner:_ Shaffer &_Sons 733-7300 -------------------------- Phone: Moiling -------------- Address14---------------- ____ Jacksonville__F1. -_- Zip:__ 32256 ______`- CONTRACTOR INFORMATION Contractor: Shaffer & Sons Phone: 733-7300 Mailing ---- -------------- Address s =----- -__ Jacksonv_ille�_F1----------------------------- Zip:_32256Expiration---___`-- License Number: CRC042504 8-96 ------ Datet I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND MI4OW THE SAME TO Be TRUE AND CORRECT. ALL PROVISIONS OF THE LAMS AND ORDINANCES GOVERNING THIS TYPE OF WORK. VILL BE COMPLIED WITH, WHETHER SPECIFIED HEROIN OR NOT. THC GRANTING OF A PERMIT DOES NOT PRESUME TO T }+])S f--3L .� GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RUL>, : •.�. REGULATIONS, ORDINANCES. OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OST TItF j^ LL PERFORMANCE OF CONSTRUCTION OF THE PROJECT. I UNDERSTAND THAT THE ISSUANCE OF TtiIS PLRMIT IS �i• '.�ti,:' ,,,:�. CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature Date____________ 4 j ' �,.f•;- Contractor 5 ature e r7r l o f JJ 1 J 1 14 iII „L 111E LVI1 1LL IYU L'� I JUVJ TREE RZKOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSINESS TUESDAY bEEORE THE KEETIING! so E 3 3- vc� rropertr owner ' s Name Adnress . Telephone 1. L-_'�(e Cu jgiccr bocation of ee Remov /Bite Alteration SECTION B - (To be completed by applicants whose property is zoned residential , includes an existing dwelling, and which is not presently owner-occup#e4) A . What changes are proposed to the above specified site? tP A4%�,j-,. a.Q d,),t d , what is the purpose of t se proposed changes? -�� d�,� CCS� I�•.�,,.,..S,��c.0 �:... i. Specify trees proposal �tor removal as follows: �bv\ Tree Count species Sisetm x NOT} ---Condition 0 4 . Will these trees be relocated on the same property? S. it not , will replacement tress be planted? 6. speclty Rroposed replacement trees as follows: Tree Count Species site(Ds" a NOT) . Attacn site plan. (Note: A11 trees proposed for removal must be marked on site br F" tape or flagging). 1 O 1.IIY HHLL HiL BCH TEL No .2475805 Apr 3 ,95 15 : 31 No .010 P .04 SECTION B - (All other Applicants) Property Zoning: 2 . submit the tollowing: SITE PLAN/TRER SURM indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures C) Location of all trees M/DIlN of sin inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees h) identity tree~ of special or unique characteristic i ) Idenity trees within 10 test of construction areas j) Snow location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) -b+ yds a rpr ma# enan chi t) o) Staging areas for equipment and material storage � . All trees identified for removal must be marked on site by XtA fiagging or tape. SECTION C I agree to comply stith the rules and practices established in chapter 233, ArtiCLe It Of the Code of otainanees of Atlantic Beach. s Date Applicant has complied with all provisions of Chapter 23 and requirements of the Tree conservation Board. Tree Conservation Board Designee Date i NOTE: "Tree Protection for 'laitders sad Developer/" is awa,ilable at City Hall or from the Diviel,on of lorestry, 0719 west Deaver Street, Jacksonville, pt, 32220. (701-1430) O 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 6 BATH (8) TUB OR SHOWER STALL (b) t2- WATER CLOSET _WATER CLOSET, TANK OPERATED (4) tVALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) ECOMBINATION SINK AND TRAY (3) WASHING MACHINE (3) 3 POT, SCULLERY SINK (4) DISHWASHER (2) Z- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) _Z_KITCHEII SINK WITH WASTE 3 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) S SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS CT @ $20.00 EACH $ JOB INFORMATION0� ,4O r74 F_ Y k<r SS /Y NOV 14 195 11:17 CLRRSON 211 P02 MAP SHOWING PLOT PLAN OF LOT I 1 1 , AS SHOWN ON MAP OF SELVA LAKES UNIT THREE til..i404414 111 t4 • 1 (1f+1i1y 44 1+Ai4C4� 4H 11ImmlIN11 "00 iil 11 it 1-Iimpit'111 hlIN Iv III-ht11111u III IoIoAl 1`(11III►W 11 rffIII A tUH. NIIAttLH AND :)UNS LNILIIY'Hl*ta BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. Lo 1 �O I r DRAINAGE, -C-AS'T t•f,b$ ZI 5 W. r. ,Pp 1414 (.R !5, O ' °81 PINI" IN ." 24"PAL•+t . 2d PA�M9 i s %a i 1 �v A)L i 10 PALM )3.w? � LANAI -, W -� cr m I+ -o W, �1 V in D ON 4 4• ' nof lh 1 4 —:t � Uo s.aaf' 24 col' � a J Q?Pit ioN��G Ll FOOD CERTIFICATE: THE LOT SHOWN HEREON IS IN FLOOD PREPARED BY: ZONE °x" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 120075 - 0001D , DA?ED 4-17-,89, F..ARSON AND ASSOCIATES, INC. PROFESSIONAL LAND SURVEYORS DATE: fjoVEMDr-.' 1,3 , 1995. 1643 NALDO AVENUE SCALE: 1 = 20* JACKSONVILLE, FLORIDA, 32207 53'7 , PC,. Coles, 4P7 C��PONZN7S S[CTIO� REAL lj LMENTS OR [ACX 7ACTIC[ CHECK PRACTICE W 606. | COMPLH �LL INFILTRATION PRESCRIPTIVES. �in��ows 606. 1 haximum �f 0. 34 CTM per linear foot of operablo crac � ( � ncludes sliding glass doa's) . -------- --- -' - -- ---------- ------------------------ ...... � 606. � Maxzmum of J. 5 CFM per sq. ft . of door area: solid Aojacent Doors core, woos pa�el , insalatec or glass doors only. Extnrior Jonnts 606. 1 To OK ca"! |.ad , §as/eted, or �t:er & Cracks wise sea� ed. PRACTIC[ #2 S06. l COMPLY WTH PRACT�CE n1 AND TH[ �JLLOWIZQ Exterior AV s 206. 1 Top plate penetrat . ons sen! ed. bLr ,' -er � Floors installaa . Sole plate/ floo, joint caolke- or sealed . Extcrior WaIls 606. 1 Penetra: ions, �oints and cracks on interior surfae & Ce� lings caulked , semein or jasketeu . --- -- -- --- `- ----- ------ --- -- - -- ` — '-------`— -`--- - --------------- DuctWork 606. 1 Ductwm' k in "/'conditioned space must be sealed . .......... ...��........ ....��........ �� Fireplaces �06. i Eq�ipped .ith "utside combusVion air , doors and f� ue dampers. ---' -- - -- - -- `--- ------ ----- - ---- - ----------`-------- - - --` Ex�aust Fans �06. 1 Equipped wU(` daupe/s. Combustion dev2ces see 606. 1 . A. 2. ......................_______..............._ _____ _ _ __ _________ Combustion 606. 1 Combustio -' sp -ce and �ater heating systems provzded Hea .ing with air , excewt direct ve:t appliances. �* �TH[� P�[3CRI�TIVE ME��UR[S vm"st be met or e/cecJeo by al ] re�ider.ces. / ** -----------` ------------'------- ----- ` WLY An-tavy Heaters E�2. 1 Comply WitK efficiency requirements iK Table 6-11 . 3witch or �arly .narkeg c � Ccult 0reaner (�lectric ) or cutoff (ya�) must 0e >.'ovIdad . Zxterna; o, bcil � - in haat tra�` re�u� 'e� . Swimming Tools 612. 1 Spas and neatev "ools most have covers vexcept so11r & Spas | .eated ) . ht n commercial pools must have a pump tims` . 8as spx & pc:n hea.ers must have a min� mum th�rmal ShoWer Heads 512. 1 Water 71-w must �e .'estricte� to no more t4an 3 gal - lons per minite at 80 P3IO. Air Distrihution 610. 1 All ducts, f. ttings, mechanical aquipment and �lenuz Cystems chambers shall be mechanically attached, sealed, ins- ulated an� znstalle� in accordance witn the cr � teria DT Section 6|0. Ducts . n un`onditisned attics must be insulate� to a minimum of R-6. Air hannlers shal , not be uniess in mechanical closst . HVAC Contro| s 607. 1 Sepa/ate reanil , acLessMle mantnal or automat%^ c thermostat for each system. �.�sulatio.'. 604. 1 Cal gs mi , / mun` R1. Common Wails - Foame R-� 1 or 602. 1 CBS R-3 both Common ceiling & floors R-1I . - - -'-----' ' ' - - ---- --------------- - -- -- --- --- CL4CC--- - - -- -- - - | FIJINTC | '. YP7 SC top ARIA --- - -------------'------------- -------------------------------------- -------- 65. O 789. E | DDL CL� �316. 11 CDL LOG. 0 7% 7 . 94 2682. 7 15. 0 70. 7 15. 0 79. 7 . 86 1C28. 1 C[ 5. 00 65. O 0 | DEC. CC[ 5. 0 79. 1 . 52 205. 1 S 1C9. �S 65. 8 7172. 2 1 DDL CLP 3 54. 0 66. 2 . 85 3u3O. 6 l5. 0 W. 2 . 77 Mn. 3750. 6 40. 0 79. 7 . 42 1351 . 3 11 . 0 75. 7 . 96 5^�0. � . 15 x COND. FLOW / TOTAL GLAS3 = ADJ. x GLASS = AM 8LAC� ARE3 PQINT3 | POINTS . |5 1 , 763. 00 279. 00 . 94c |8, 35O, 20 179400. 8l ' =============================================================================== ----- ---- -- ---------- ---- ------ ----------------------------- -- �xt 1265. 0 . � 1150. 5 . [^ 1 Wow� -rame i2G5. 0 1 . 7C �15O. 5 Adj 145. 0 . 7 W. 2 A. j 0 :� Frao's 11 . 0 141. 0 . 70 | DOJRC' ----- ----- � M. 0 2. 4 CE�LIN63------------- | i Lnde. A . 11c Mn 1156. 0 . 00 3. 6 | Undw AH l3z. � 1 . 10 2 1 . 2 | 3----------- '--- | 2lb 153. 5 -37. 0 537v. 5 | Slb or.-Grade . 3 i5J. 5 -41 . 2'/ 63�:'�. 2 | WILTRATION--------- | |7�J. 0 J. ; �4104. 0 | Prac� ice �2 �763. 0 8. 00 ========== TO�AL SUM�[R PC�NTS | 27, 91O. W TCT�L x SYSTE� = COOLING OTVL x AP ^ DUCT x SY3T[M x CnEDIT = COOLTNU 3�O| 7TC MULT POl�TC | COM7ON RATIO MULT ��LT �UL� POI%�C 27, 918. 81 . 37 1S' ?70. 0[ _�, 212. 40 1 . 00 1 . 070 . W0 1 . 040 �, 536. 07 to "0 S! I r- 1 La to D C3 ps QJ to A VT . i ul 37 00 1 M, CA k Z �-j :..:::i JD to to kv CD H E0 1 A Or 40 0 07 Ij LA 41 to 40 73 :A is L! if P OY El 2 0 E .a A 2 A iL i J I J -Z 1 J -A j 1 51 Q Q CA Q y 0 to to Q to Q Go i P - 1 Al 1 it yo To 1 to A L j CA OF Sl cy 1 7i to < X ,:, 77 �! &I L 1 qa p ;"K.T 70TAL 1 TAW VC11.112 ET TV= Aj.7 C=:T 7 D I A- At- Wc A A X I I v A X X K 0 1 KAD i 13T DIATOR 7 r�i AMINE . .. AD VITS FO VITCA F'C5 1�j T 12 U 1�,Tic MAN72 ATINTS 72IMS N o :A10. 3 1140S. 0 3u, Dln . = qjss" . lWW" o 02,203 zw, wn. . �, aileo z ; oro,at . nn ` o � �je �7l ra^ing number or for aoy ITI: 11sted , as" your Duildefor ��= �]. 1 or Fo` m 600B-S3 0 10 20 30 �o 5C C0 73 O0 90 �00 !ower the �P! An �ore effIcient t|`e �om , R[ClD[NTIAL [NZ��Y 71=70RIA%C11 I�WIKC 31 |[�� EM | \CME VALUE Low Ef [iciency 'Lczency CIKCL CL� CCL T�NT . . . . . . . . . . . . . . . Dou�le �� .�a' | -- - --'----- -X------ � IH�'-�L��I�N. . . . . . . . ' . . . . . . . . . R-10 J0 Ceil � .g R-Valu�. . . . . . . . . 20. � | ' ----- -------- X � c . . . . . . . . . Vai ... . . . . . . . . C. � X------------------- | . . . . . . . . . . . . . 3E4Tl|VG CY3TEM. . . . . . . . . . . . . . �J�ATER. . . . . . . . . . . . . . . . 0. OU C. 36 _ 0. 40 0. 30 L �lar LF. . . . ' . . . . ' . . . . O7r1ER F[AAURES. . . . . . . ^ . . ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � �=rt� fy that these energy saving features re4u. red |or the Florida E�ergy Co�e hays be�n � ostalleJ in t|�is �'.ousa. CiJ'`at�re� ��e� ��--------- -"---�-��- ' �� ^ ____ F1' ' �da .�nergy Code fo� Bu^ ld� n§ Csn� �r �ction l39J Fl�ri�a Depart/`ent �� Coomunity � � fai . � FLEPL C�RD93 �� W| |CL[ |<OUCE USING FLA/RE3(c ) DSM ILL :: ':7VENTH EDITION (c ) 15M ay ". �. C. A. , _......... __........._.........._____ _____ M=T 76� DLDE CCX7� : /��R �i/ FLORIDA CL�3SIC HV\� CO\T7 : hc�OWAN Areal ^ Climatic Design Cond.tioAs « F1o/ . da Jackso�v� lls �orth LatituuL 30 D�g. / 24 7t ' A!ave can 3utdoor Wznter Dy Eulb 32 Deg . F 7n�oor Airtey Dry DuU, A�er �Actual ) f. Ainter Te�l . 21f . wTW (�utdoor Cumme/ Dry Bu1b � �4 �e� . F O��door S�mmer �e� Dulb | 77 De. . � C�tdoo� Cummer Ip�a�r 3um0er Re % alt .ve hum. Indcor C�mmer Dewy ; Inuoor S�omeDry D�l� . 75 Deg. F mmer Daily Range | 19 Deg . F - M Summer (Actual ) Temp. DiffDe[ . F Summer (User 3el ) Temp. Dif / . * HEATING 3JMMARY » 127 :AT * COOLINO SUMARY * CUBTCTAL � 273S0 �� | S�R�CTUR[ 3[XCIBL[ � �959�. 20 ( MECH. V[NT 200 Cfm : 4iOO. 0� | OCC�PKNT/KM-I0NC[ �O�AL LC�C,'DTJH : 2O759. 37 . �O��AL �E�CIBL[ : 23450. 72 : 70TAL LA :!nT ' | C[NCIBL[ + LATENT : 4273-. 85 "ACTOR : 5751 . 35 1207 1EP,3. OVRSZE 77R: 5CW. � 0 OV[K "I12: 3451 ! ' M ' SEN3. + 2M OVEWCIZ[, 355+0. �J �Q� i1ANU� C.�� CJ MO2 � 38\ CO��' 3 AHU �OD # FA4�NF0�2�CO 00 TTL CLG �T�i! 4�50O _.........._... ..................__ ........____........ ______________ ........__.........___ ................ ____..... ...__.......... �or �=� �ss� den' � al Bui - dings .�at�.'s �erti � icat� on #� 044 Stree� Address: �� 111 -� C� '.y: SELV4 L4K[3 County: Nc County �nput Ciimate Zone� %ORTH [. �. �=e ruei Cos�s / 3ite Lner�y | Ener�� C� ore � Si �.e Costs � �os: �co'e | c:�lin� 23. 73 3, � 76 227 74 Hot Water . 23. 73 1�. l �I 288 15 Dry�r � 2J. 73 2. 6 �5 6� 27 3tc,e: 23. 73 2. 2 65 5^ 33 TO� ��J 54. � 71 �302 5S Es�� mateu �nnua� �ite Energy �se = 54. 8O �8tus E�timate� Anr�al 'u` cha�ed Ere'�� '�ost � = 1302. 24 �a�al ��srgy Ra' j /`g ([ner�y Ccora� = 7� 26 Tota� C�st Ratin� (�ost Score) = �9. C8 Low use Low Cosz |�zgh Jse � ug� Cost h�tu � MDtu $ Cooli :g : 2. | 46 33. F ~� �aa� ing: 2. 8 �3 60. � O09 Misc : 2. 0 4� 20. \ 446 TO�ALC ��. 5 2�� 155. � 2O09 �|A��| _______ ______ �~=_-��'__-== _=___=~� ____ ..........____ ................ __ .............___......................... ...... _ �� epartment o| Coamunity Affairs SN: 7� 16 FORM 600A- 93 Reszder.� � a� Whole Bu� �din� "e. �ornance Me�hod PROJECT NAME: 1763 BUILDE/| � S| }�I I R AN� ADDRESS: LOT 11 � -A | PE[Ml|TIN2 �LIM�TE SELVA LAKEC | OFKCE: OWNER: //\W1� | PERMIT NO. JURISDICTI�N NO. 1 . New construction dditic'n� �| .. New ['�x��.tr�/c 2. Single famlly detucned or Multi 'amz11 =tt ,.ched 2' Czngl - 3. If Multifamily-No. of units 3. 4. If Multifamily, in this a worst case (yes/ no) 4. 5. Conditioned floor area (sq . V . ) 5. z :63. 0� 6. Predominant eave overhang " Q . ) 7. Porch over:ang ft ........__ 8. Glass area and *ype� �zn�� e Fane �� ub| e �ane a. Clear Glass b . Tint , film a' sv`lar �ift 9. Floo, type ant ins�Tatior : a. Slab on grade (R-value, perzmeter ' 10. Net Wall type area anc a. Exterior : 2. Wood frame ( nsult . or R- a) ne 10k-2 265' 00nq !t __ b . Adjacent : 2. Ao"d frame ( lr.su1ati "n P valuL ) 1: � � ' ' 00 � 46. 0[ l ____ ! ! . Ceiling type area and insulatzun : a. Under attic Tnsula� ion R' value) a. Under attic ( Insulation R-value) 11a' P=�70' �{ 12. Air distribution systems a. Ducts ( Insulation + Location ) i2�. R= �. 00 , uncond 13. Cooling system 13. Type: Central 14. 1deating System: 14. Typ&: keat !`ump 15. Hot water system: it. Typec E : ectric 16. Hot Water Credits: (HR-Heat Recovery, is. ............_ DHP-Dedicated Heat Pump ) 17. 0filtration practice: 1 , 2 or 3 17. 18. HVAC Credits (CF-Ceiling Fan , CV-Cross vent , 18. _.............. HF-Whole house fan, RB-Attic radiant barrier , MZ-Multizone) 19. EPI (must not exceed 100 pnints) 19. 93. 08 a. Total As-Built ooints 19a. 30665. 11 b . Total Base points ____ .... ...____ ........ ...... __.........._____.................._______ _.........___.............. ........... __.........._......... ..................______.........____.........._.........__..... ��...............�...............�� .`.... ��`��`��'�� l Hereby certify that the plans and | Review of the plans and specificat, ons specifications covered by this calcu- / covered by this .a. uulat , ^C ind. cates lation are in com li with the | compliance witm tne Florida Energy Florida Energy | Code. Before cons�ruction is conpleted | this ��ui , ding W11 - be 1nspecten for PREPARED BY, 2; ^ _�u I compi ^ ance � n acco/ dance Section ~ . / . ` I hereby certify that this builwing is in compliance with the Florida Energy | Code. | | � / OWNER/A8ENT: �~` | BU�LDING OFF �CIAL: -- �L-�/��-~--~------------ -.....--..........-......................... DATE / COMPONENTS S[CTIO� REQUIkEMENT3 ��OR EACX ��ACTIC[ CHECK PRACTICE #1 606. 1 COMPLY WITH ALL INFILTKATION IVES. _.........________.....______________________________ _....................________ _________ _______ Windows 606. 1 Maximum of 0. 34 CFM per linear f�ot of operabla s�sh crack nncludes sliding glass do-'s) . __.................. ................ ____________ _ _________.........______........._________________...... __........ _________..... _ Exterior & 606. 1 Maximum of 0. 5 CFM per sq . ft . of door area: solid Adjacent_Doors____________core,_wood _panel'insulated_or_glasc_doors _only.______ Exterior Joints 606. 1 To b* caulkad, gas:eted , or other & Cracks wise sealed. ............... ..................__............. _____............ ___............ __............. ___________________ PRACTICE #2 306. 1 COMPLY WTTH PRACTICE #1 AND TH[ _............... _'_________ Exterior Walls 606. 1 Top plate penetrat � ons se-� ed. bar7 "er & Floors installed . 3ole plate/ floo/ jo� nt c�� k�.� or sealed . ---- ----------------- --- - --- -- ' --' -- — -- --- - - -- ' -' ---' -- Exterior Walls 606. 1 Penetrations, joints and cracks on nter " or surface & Ceilings caulked , sealed or gasketM . ............._....._ Duct Work 606. 1 Ductwork in unconditioned space most be sealed . ........ ....�.....�� ........... �.....� ......... �� Fireplaces G06. 1 Equipped with "utside combustion a^ r , doors anc flue dampers. �..........��........�� Exhaust Fans 606. | Equipped with dampers. Combustion dev^ ces on- 206. 1 . A. 2. ��.........��......................................................��............... .....................� ............................................. .............. .........................�... � Combustion 606. 1 Combustion space an6 water heating systems provided Heating with outside combu�tion all , excezt direct vent appliances. ____ _ ___ _ ___________________________ ............___________..............__..........___ ** OTHER PRESCRIPTIVE MS (must be oet or exceLded by all re-,ider.cEn. ) ** ......................._____.....__.............._........._..............._________ _ ..................________........._____........................._........ _________...............___ Water Heaters SU. i Comply with efficiency requiremants ir Table 2-i1 . switch or clearly market c1rcuit wreaker (Vlectric ) or cutoff (gas) must be pr�ovidew . [xternal or built- in heat trap required . Swimming Pools 612. 1 Spas and heatea pools mist have covers iexcept solar. & Spas heated ) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have a min� mum thermal efficiency of 78 kercent . ............. ______ ............._____ ______ _ _.........______________________ ........_.....________..............._..............._..... _____ Shower Heads 612. 1 Water flow must te restricteg to no more than 3 gal- lons per minute at 80 P3[O. �.........��........ ��....... �� Air Distribution 610. 1 All ducts, fittings, mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed, ins- ulated and installe� in accordancs witK the criteria OT Section 610. Ducts ^ n unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unIes0 zn mechanical closet . ... ................................__..... _..... ... _ HVAC Controls 607. 1 Separate readily access! ble manual or automat11::: thermostat for each system. ..............______...._________....... ______________________........ ___........_______............. ________....._____ Insulation 604. 1 Cailihgs minimum R-z3. Common Wa� ls - Frame R-l1 or. 602. 1 OBS R-3 both sides. Common ceil � ng & floors R-11 . ______........._..........____ ___ __ _ _ _ _ __.... _______ ____ ********»**********«***>********«**********x****x*^ ***»**»« »«« «» A «***********« : 3UMM�R C��CULA�IONC **********************************************»*«**»» »»*»**********»*********** === BASE =============================================================================== GLASS---------------- | SOF ORIEN AREA x BSPM = POINTS � TYPE SC CAR AREA x SPM x O = pOINTS .............. ........................................... ................___... .........._____________..........____ ........... _................................................._______________ ................ ____ N 12. 00 65. 8 7O3. 6 | DBL CIA! S. 0 38. 3 . 77 |77. O � DBL CLR N �. 0 38. J . 77 177' [ E 36. 00 65. 8 6316. 8 1 DBL C E 2682. 7 � DBL CLR E 30. 0 79. 7 . 9� 2301 . � | DBL CLR E 15. 0 79. 7 . 8� 1028. 1 � D8L CLR � 15. 0 79. 7 . 86 1028. 1 SE 5. 00 65. O 32�. 0 | DBL CLR S[ 5. 0 79. � . 52 205. 1 S 109. 00 65. 8 7172. 2 | DOL CLR C 54 ' 0 66. 2 . 85 3O38. 6 | DDL CLR S 40. 0 56. 2 . 45 1191 . 6 W 57. 00 65. 8 3750. 6 0 7�. 7 . 42 1351 . � CLR ..............�� ...........' . 15 x COND. FLOOR / TOTAL SLAS3 = ADJ. , GLASS ADJ GLAW AREA AREA FACTOR PLO INT3 OINTS . 15 1 , 763. 00 94C |S, ;5O 2, AREA x 8S�M `' PO�NTS | T`.'PE R' V�L�[ A�EA � C�M = POINTC ..........__ WALLS-----'-- -- -- - Ext 1265. 0 . 9 113O. 5 | Ex� Wood ,ram 11 . 0 A255. 0 1 . 7C 2150. 5 Adj 146. 0 . 7 102. 2 Acj Wood Frame 11 . 0 14�. 0 . 70 102. 2 | DOORS-------------- - � Ext 20. 0 6. 1 122. 0 | Ext lnsulated �0. 0 4. 10 O2. 0 Adj 18. 0 2. 4 43. 2 | Adj Insalated CEILINGS------------- | UA 1146. 0 . 5 687. 6 1 Under Attic 30. 0 1156. 0 . 60 6O3. 6 | Under Attic 19. 0 =. (` 1 . 10 21 � . 2 | FLOORS-------------- - � Mb 153. 5 -37. 0 - 5679. 5 | S] ab on-Grade . 3 153. 5 6324. 2 | INFILTRATION--------' ) 1763. 0 8. 0 14104. 0 | Practice #2 |763. 0 8. 00 i41O4. 0 =============================================================================== TOTAL SUMMER POINTS | 27, 918. % | 2S, 212. 40 TOTAL x SYSTEM = COOLING / � OTAL x C4P x DUCT x SYSlZM x C�EDlT = COOLIN6 3U� PTS MULT POlNT3 | COMPON RATIO MULT MT MULT POINT3 .......... ................ ___ ___ _ ___ _ _____________ ___ _ _ __________________ 27, 918. 81 . 37 10 �?9. 36 . LL, 212. 40 1 . 00 1 . 070 . 340 1 . 000 �, 536. 07 =============================================================================== ::»***»x »»x/ :xx ; »x/xzxxx*«x»*»»x*»xxzx**»x*****: WINTER CA�CULATIONS === BASE GLASS '-- ---- ----- | ORIEN AREA x DWPM = POINTS | TYPE SC (DR I[N AREA x WFM x WOF = P0I11T2 ___ .......... ________ N 12. 00 -10. 6 -127. 2 RBL CL� E 96. O0 -10. 6 -1017. 6 | DBL CLR 0 9. 2 . O1 268. 3 | DDL CLR [ 30. 0 -9. 2 . O� 244. S | DBL CL� E 15. 0 -S. 2 . 62 -85. 6 35. C, SE 5. 00 -10. 6 -53. 0 | DDL CLR SE 5. 22. 7 . 36 -41 . 2 S 109. 00 -10. G -1155. 4 | DB|- CLR 5 54. 0 28. 4 . 92 1429. 7 � DDL CLR S 40. 0 2O. 4 . �7 -306. 7 | DDL CLR S 15. 0 2C. 4 . 47 370. 6 ' W 57. 00 1C. 6 -604. 2 | DBL CIS:! W i0. 0 9. 2 . 80 295. 3 1 DBL CLR | DBL CLR _.........._...._............... .............................. __....... ...__________ _________________________ __________ . 15 x COND. FLOOR / TOTAL GLOBS = ADJ. x GLASS AREF13 1147 ...............�� ..........�.......... ....... � � . 15 1 , 763. 00 273. 00 . 940 2, 357 . 40 2, 001. 17 | 2, 5J1 . 77 NON �LA3C.........------..... - | AREA x BWPM = POINTS | T`.'�� R-VALUE ARE� x WPM = POINTS _.......................___................. ....._____ _______....................__.......... _.....___ ........__ ........________ WALLS-------------- - | Ext 12G5. 0 2. 2 2700. 0 | Ext Wood Frame � i . 0 1265. 0 3. 70 4600. � Adj 14G. 0 3. 6 525. 6 Adj Wood Frame 1 ^ . 0 146. 3 S. 6C | DOORS--------- --- - | Ext 20. 0 12. 3 246. 0 | Ext Insulateci 20. 0 O. 40 O. 0 Adj 10. 0 11 . 5 227. 0 | Adj Insulated | U4 1146. 0 1 . 2 1375. 2 i U/.der Atti ` C i387. 2 | Under Attic | FLOORS-------------- | Sib 153. 5 8. 9 1366. 1 | Clab -on- Grade . 0 |53. 5 18. 80 2885. 8 ` INFILTRATION-------- � 1763. 0 7. 4 13046. 2 1 Practice #2 1753. 0 7. 40 �3046. 2 =============================================================================== TOTAL WINTER POINTS | 16, 745. 98 | 20, 6O0. 53 =============================================================================== TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS __.................... ________ _ ____ __ _ _ _ _______ _ _ ___ _ __ _ _____________________ 16, 745. 98 . 55 9, 210. 29 | 20, 689. 53 1 . 00 l . 070 . 472 1 . 000 10449. 04 =============================================================================== WATER HEATIMJ i. DEDRM."3 RA T 1 ............... .......... 0 11 , 40g. 00 1 50 — 000 3120. 0 1 . 00 kc, 620. X: BASE COOLING HEATING V13 1 VITT + :1� �:"CD 114 T 5 U T to VC 10330. 0 0210. 3 11409. 0 30, 9K. 25 i Q531. 19sco" c EPI 92. 01 :rong-Tie _. 22-I6a M s m a .n ALL LVAM5- 2-PLY 1811 MlaaAM ,n z 6-tom i7 -t0 1T-6•• 7'— 20'-2', _ N PLIFT 55� HC 0 r Z d O w b'-5 5411 � .. / LLJ F MSP M5PON51P LI Y o a 51MF5ON CAT&06T FOj 2'- ii g-' 15941MON 6UIMLM5, b„ fu O O 9Ur 15 INUMP Fa U5f, O f:U55 PLACMW ANP CONNECfR5, to N61NMP PI'.AWIN65 F a m >51'LAaMtANP INFG'PAA€ > ��y �� i�0 ��"i � � � �, VIVIPU& TU55�5. Ox � z / a CL ,:-rte Job: 5-1042 LOT F1 14' 11" 14 SY4 THIS DWG. PREPAID FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING 4150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP 03 TRUSS DEFLECTION IIETS L/999 LIVE AND L/950.76 TOTAL LOAD. + 2X6 13 HEM-FIR OA BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSSIRTH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. �--- 2-6" 6'7"8 -�- 1 '8" 14 r• 6'7 8 -� �(4 (R X4 3X4 3X3 1X4 1X4 3X3 3X3 4X5:%��/ T t + T in io B 4X4 X3 3X3 3X3 3X 4X4 14' 11" 14 X2 2X R=831# W=3"4 R=818# W=1"10 TAG = T9 SEO: 10098 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND /1i1,I DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN e .� T C OL 10 .0 PSF DATE 04/13/95 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ us - O\\\\\V� ALPINE CONNECTORS ARE MARE OF 20GA GALV. STEEL MEETING ASTM Ol11 REMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 5.0 PSF ORWG O A446 OR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ `5606 - 0 .0 PSF M S K TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD B I BC LL CONNECTORS PER DRAWINGS 130, 150 C I6CA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 5 5.O PSF 0/A LEN. 14- CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' �O Rio ?� SEAL ON THIS DRAWING APPLIES /0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF THIS � _,,t,Q � DUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�',�` .�.-. i • TPT . TM—.ATF Job: 5-1042 LOT F2 13'5"14 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 02 SP #2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 02 SP #2 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/888.58 TOTAL LOAD. + 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 BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. 2.6„ 6'7"8 1 1 '5" 14 .1 (` 5'4"8 _I �C4 ( X4 3X3 3X3 1X4 3X3 3X3 3X6 T (D (D 3X5 3X3 3X3 1X4 3X3 3X58 13'5" 14 X2 2" R=748# W=3"4 R=735# W=1"10 TAG = T8 SEQ: 10100 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.3o SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CME 04/13/95 TC LL 40 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � E. .� TC DL 10•0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB Br TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTSUNLESS OTHERWISE INDICATED, TOP - 6C DL 5 .0 PSF DRWG AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - 0.0 pgF MSK TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of _ TOT.L0. 55 O PSF 0/A LEN. 13-5-14 CONFORM W/APPLICABLE PROVISIONS 6 Nps C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/91) FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F• Q' DUR.FAC. 1 .0 O IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEI'4��` C n A r T Ain '�• r. - '^ •--TPI - TRUSS PLATE INSTITUTE. NOS . 1991 NAT—A. " 11—eocr.�.�..r.....-- ---- ------ ---- ----�� Job: 5-1042 LOT F3 13'3'12 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP f2 N WEBS 4x2 SP ►3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/896.18 TOTAL LOAD. + 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 3-104 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 732.19 LBS. �- 2 6 ---� L m f X4 6.7.,8 _ } 5'4"7 �(4 ( 3X3 3X3 1X4 3X3 3X3 3X6 T -} + T cD to 8' 3X5 3X3 3X3 iX4 3X3 3X5 13'3" 12 X2 2X R=732# W=3"4 R=732# W=3" SED: 10102 PLT . TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.3o SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. IAUSSES REOUTAE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF *I MPOR T AN T K*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �111Vrj it�.1�.�' TC OL 10 .0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOA ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - O\\\\\V� ALPINE CONNECTORS ARE MAGE OF 20GA GAL V. STEEL MEETING ASTM OUIREMENTS. UF4E55 OTHERWISE INDICATED. TOP - - BC DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0-0 PSF MSK CONNECTORS PEP DRAWINGS 130. 150 G 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 55.0 PSF 0/A LEN. 13-3-12 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. 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 C O Rip'Q P` P INEE�',.� DUR.FAC. 1^OO IN ONLY, AND SHALL NOT BE REL/ED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. t^^A r Y W W--TPI • iR1155 PLATE TN5T1TlI1F ---- Job: 5-1042 LOT F4 12'5'6 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. + 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 BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. X41 4' 1"8 --� 1 8 6 i 6.7"8 1 (4 ( 3X3 1X4 X4 3X3 3X3 3X5 T} F j 1 771 T 3\/N + 2 (D LO 3X4 3X3 3X3 3X3 348 X 12'5"6 x2 2x R=691# W=3"4 R=678# W=1"10 SED: 10104 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 6 TOTAL = 6 REV. 17,3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF t *IMPORTANT**SHALLNOTBE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, R ANY BRACING. SEE HIO-91 BY TPISEE THIS DESIGN _ VS fiTC DL 1O .O PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE M1TH OS188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.L0. 55.0 PSF 0/A LEN. 12-5-6 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ., �. E0AID'F,QOUR.FAC. IN ONLY, AND SHALL NOT BE RELIEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. Job: 5-1042 LOT F5 12 S"6 SY42 THIS DWG. PREPAREO 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 WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED SHIM ALL SUPPORTS TO SOLID BEARING. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE 1X4 EXCEPT AS NOTED. N m m m m m 1 I /V UI 5 7"8 1,� i '7"8 —f 4 ( 2 2X 3X3 3X6 3X4 T X3 -CE0 3X3 8 8' 1 12 3'4" X2 3X4 X2 3X3 2X2 12'5"6 R=140 plf W=5'7"8 R=399# W=3"8 R=183# W=1" 10 TAG = T4 SEG: 10111 PLT. TYP,-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17,3o SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF X IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING, EPECTIDN AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING SEE HIB-91 BY TPI. SEE THIS DESIGN VIIEE�V i "' TC OL 10 .0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MI IN 0ST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ALPINECONNECIORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC OL 5•0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL 0 •0 PSF MSK CONNECT OPS PEP DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING�--SEE TOT.LD. 55.O PSF 0/A LEN. 12-5-6 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERp:SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISDUR.FAC. 1 . OO INONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.iuCTR II1IC •--TPI . iPI RC Ot ATC •rro _ .nn. .....�.,.. _._._..____._-_._... _. Job: 5-1042 LOT F§ 10' 11"6 SY42 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 02 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/758.49 TOTAL LOAD. + 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 BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. �---2 6" ---� x�-- 4. 1"8 +1 '5"6 5' 4"B -� 1 �C + TQ ( 3X3 1X4 3X 3X31-1 3X5 T UJ (D 1 3X4 3X3 iX 3X3 3X4 e 10' 11"6 x2 2X R=609# W=3"4 R=596# W=1" i0 TAG = T6 SED: 10108 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL = 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC- TRUSSES REOUIRE EXTREME CARE 04/13/95 T C LL 40 .0 PSF REF t xIMPORTANTII*SHALL NOT BE RESPONSIBLE FDR ANY ARNING INHANDLING. ERECTION AND us TC DL 10.0 PSF DATE 04/13/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPL SEE THI$ DESIGN FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBI!BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS APE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 5.0 PSF DRWG - A446 GR B EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND NAESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS MI7H PROPERLY ATTACHED RIGIO CEILING --SEE STATE OF _ TOT.LD. 55.0 PSF O/A LEN. 10 11-6 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0 Rig" ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' �. Q DUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEV cn•r�.1r r •.A W--TPI . TG ICC Pf ATF TNCTT Ti IIF Nf1C 1NAirnu•. -11.-1-1-11--1-1-11—...---....-- --....__.---- Job: 5—1042 LOT F7 6'0"6 SY42 THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 OIMENSIONS SUBMITTED BY TRUSS MFR. IOT / FB E3'0" KNEEWALL TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 02 N BOT CHORD 4x2 SP #2 N 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/836.05 TOTAL LOAD. 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 1 N— m (� 1 .7..8 �N4 '2" � (� co N_ 0) O) O] 3X4 1X4 3X6 3X m m N T 1X4 (R) T �"�' '- 2X2 to `° T — �, Lo e 3X33X3 3X3 1X4 X2 3'6"2 2X 2-6-4 1x4 (R) 5' 10" 14 -1 8 2 2 6'0..6 - -� R=83# W=1" 10 R=567# W=3"B TAG = T5 SEQ: 10113 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3Q SCALE =0.5000 INE DESIGN CRIT=TPI QTY = 2 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF ALPINE ENGINEERED PRODUCTS. x X I M POR T AN T XX SHALL NOT BE RESPONSIBLE FOR AMY WARNING IN HANDLING. ERECTION AND *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 By TPI. SEE THIS DESIGN �],tVS f'',, T C DL 10 .0 PSF DATE 04/13/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR \\U\``I JILUI FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05186 BY ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ - BC DL 5.0 PSF DRWG ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACT TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD Y BC LL 0 .0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POST' CONNECTORS PER DRAWINGS 130. 150 C /60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - _ CONNECTORS PER DRAWINGS 130, 150 C i60A-F. DESIGN STAND, STATE OF TOT.LD. 55 .0 PSF O/A LEN. 6-0-6 CONFORM X/APR ICABLE PROVISIONS OF NDS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGIMEI SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION_ FURNISH A COPY OF THIS O RIO Q.; A SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED F INEER`'; JOUR.FAC. 1^00 _ IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO HE TRUSS ERECTION CONTRACTOR. IN ONLY. AND SHALL NOT BE TELIEO UPON IN ANY OTHER WAY. •--TPI - TRUSS Pt ATF tNSTT it rtc ' Mne - rnn. -1--l— .........._............._. _._ .. •--TP! . TRr rt! d.Tc ♦.i<.r.i.. ..... ..._. ......... Job: 5-1042 LOT F8 '0" KNEEWALL THIS OWG. PREPARED FROM COMPUTER INPUT LOADS G DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x2 SP 112 N TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. BOT CHORD 2x2 SP 02 N WEBS 2x2 SP #3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE 1X4 EXCEPT AS NOTED. m 1 N T 2X2 � � 2X2 LO rl c'1 8 2 2 J42X R=110 plf W=8' TAG = T3 SED: 10116 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL = 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PACOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF *IMPORTANT W X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1 ,� r.'' ^ t FAILURE TO BUILD 111E 1gU55 IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING Re TC DL 10 .0 PSF DATE 04/13/95 E ` V _ \\\\\\ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ BC DL 5 •O PSF ORWG ED. A446 GR B EXCEPT AS NOTAPPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF M S K CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT .LD. 55 .0 PSF 0�A LEN. 8—O—O CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. 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 0 RTO" DUR^FAC. 1 .00 - IN ONLY. AND SHALL NOT BE REL LEO UPON IN ANY DINER WAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR.. ' jU�uL For detailed information - of the EPI rating number or for any ITEM listed, ask your Builder for ErI= 90. 1 DCA Form 600A-93 or Form 600B-93 0 10 20 30 00 50 C0 70 O0 90 �00 � ____------------ ................. ------------------ 'X ` The maximum allowable EPl is 100. The lower the �PI tha More ef |icient the Ko" RESIDENTIAL ENERGY 402FORMANC[ RATING ITEM HOME VALUE Low Efficiency �1 gh - ' `! ciency CIN6L CLR DCL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . . DouUe Clea/ | ---- ----'--' -X-.....---- � INCULATION. . . . . . . . . . . . . . . . . . Ceiling R-Value. . . . . . . . . 30. 0 | -------------------X | Wal � R-Value. . . . . . . . . R' 0 R 13 Floor AIR CONDITIONER. . . . . . . . . . . . . SEER. . . . . . . . . . . . . . . . . . . . . . 10. 0 | X--- ---- - -- -- --- | HEATING SYSTEM. . . . . . . . . . . . . . Electric HSPF. . . . . . . . . . . . 7 . 2 | -X------'----------- | WATER HEATER. . . . . . . . . . . . . . . . 0. O8 �. 36 Electric EF. . . . . . . . . . . . . 3 . 3� � ----- ----- -- X-- � 0. 40 �. 80 OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . I certify that these energy saving features required foi the Flor ^ da Energy Code have been installed in this housa. ^ 8uilder Address: __3ignature� _��t��______O..�'e _ City/Zip 4, _r�� ..... ....... _ Florida Energy Code fo, Building Construction 193J Florida Department of Community Affairs FL- EPL CARD93 �� W||OLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/R[S (c � DAVA JIL[S (BASED ON A. C. C. A. �"AUA. .r - gEVENTH EDITION (c ) 1&8L t A. C. C. A. , ______________________________________________________________________________ PROJECT : 1763 ADDRESS : 111-A SELVA LAKEC CITY : OWNER : BLDG CONTR : NO491 FLORIDA CLACSIC HVAC CO%TR : McGOWAK Cond Fly Mesh i763 CF A CL ' 3S/SF R4TlD "se vacas" LAst * Climatic Cond^ tions Design Candztions ^ _............. __-_' Geographical Locat . on : Flo� ida cksonv1llc North Latitude 30 Deg . Level Outdoor Winter Dry Bulb | 32 Deg . � Indoor Winter Dry Bulb ) 70 Deg . � Winter (Actual ) Temp . Diff . | JO Winter Temp . Diff . (wTd ) | 40 Deg . F Outdoor Summer Dry Bulb | 94 5eg . 1- -i.-- Summer Wet Dul!::� | 77 De6 . � Outdoor Summer Hum, Ratio Gr /Lb 14 Indoor Summer Relaltive Hum. | 50% Indoor Summer Design 8r /Lb . | 49 Indoor Summer Dry Bul� 75 Deg. F Indoor Summer Wet Bulb | 12. D 2eg . F t on f,.' /L1�j Summer Daily Range | 19 Day F - M Summer (Actual ) Temp . Diff. | 19 Deg. � Summer (User Sell Temp. 01fi . ( sTn ) 1 20 Deg . � ...............___....................____________ __ ... ..............____............. ________ * HEATING SUMMARY * 123. DAT « COOLINQ SUMMARY * SUBTOTAL : 27390. 45 \ STRUCTURE SEXSIBLE : 19593. 20 ( MECH. VENT 200 Cfm 1 4180. O ::- | CENS. + �ECH. VENT : 23773. 20 | TEMP. SWINQ @ 3 TKC. : 1 . 00 | OCCUPANT/AF�LIANCE : 3�00. �0 DUCT LOSS 1369. 52 | DUCT �AIN ; 2�77. 32 TOTAL LOSC/BTUH : 28759. 97 ! TOTAL C[NCIDLE : 23450. 52 \ TOTAL LATZNT : 13344. 03 1C[05IBLE + LATENT : 42794. 85 FACTOR : 5751 . 99 120% SEMS. 0VRSZE FTR: 5890. |0 ACTUAL + 20% OVERSIZE: 34511 . 96 | SENS. + 20% OVERSIZE; 35340. 0J * �QUIPM�NT CEL�CTI�N : EQT MANU� CARRIER CU MOD � 38�CO42-3 AHU /1OD # FA4ANF042008 HTG INP/BTUH HTC OUTP/BTU�| AFU[/� |3P� 7. 2 TYPE HP SENSIBLE BTU|| LATENT DTUH 40500 TTL CLG DTUH 40500 TONAGE 3. 4 (S)EER 10 CLG CFM 140O |1T6 CFM 1�00 NOT[C; ________________________________________________________________ ` Florida Building patzng Syste/ns for �ew Residen: � al Bu� � .Jzngs Raters Name: 6ILBER- NILL0::' Raters Certification #: 044 Street A�dress: LCT 111-A y: SELVA LAKES County: No County Input Climate Zcne: NORTH End Use Fuel Costs Site [nergy | Energy Score SI ;w Costs cos� Score � $ MCt: cooling : 23. 73 �, 6 76 227 74 heating : 23. 73 �0. 5 O7 249 74 Lighting : 23. 73 Misc : 23. 7� 8. 6 �3 205 60 Refrig: 23. 73 5. 3 42 126 37 Hot Water : 23. 73 12. 1 42 288 15 Dryer : 23. 73 2. 6 C5 W� 27 Stove: 23. 73 2. 2 65 523 Pool : 23. 73 0. 0 0 0 0 TOTAL3 54. 9 71 302 59 Estimated Annual Si "e Ene/ gy Los = 54. 88 Wus Estimated Annual pu,chased Energy Cost $ = 1302. 2: Total Ene'gy Ratzng (Energy Srore) = 71 . 26 Total Cost Rating (Cost Score) = 59. 08 Rating Range Low �se Low Cost Hzgh Jse ��zgi� Cost ` MBtu $ MBtu $ Cooling: 2. 1 Heating: 2. 8 63 60. 6 O0� Lighting: 1 . 2 27 6. � 134 Misc : 2. 0 45 20. 1 446 Refrig. : 1 . 4 30 O. 2 182 Hot Water ;; . 0 33� Dryer : 2. 1 20 3. 4 7� Stove: ^ . O 17 2. � 6� Pool : 0. 0 0 C' 0 0 TOTALS ��. 5 259 155. 1 28OS OWNER/AGENT ________________________ �AT� -_ DATE_______________________________ _................._............ _ 1 Job: 5-104 OT F1 14' 11"14 5Y42 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS UBMITTED EY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/950.76 TOTAL LOAD. + 2X6 #3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT 8t LASED TO EACH TRUSS WITH 3-106 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICAMP. BE SUPPLIED BY ERECTION CONTRACTOR. �--2.6" --- i f- -- 6'7"8 -I- 1 '8" 14 6'7"'8 -� �(4 (111X4 3X4 3X3 1X4 1X4 3X3 3X3 4X5 T t + T co io 4X4 X3 X3 X3 X 4X48 14' 11" 14 X2 2X R=831# W=3"4 R=818# W=1"10 TAG = T9 SEO: 10098 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 140 .0 7.3 SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/13/95 TC LL 40 •0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND tDE DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 0Y TPI. SEE THIS DESIGN ��1`US . TC OL 10•0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V C �jALPINE CONNECTORS ARE MADE OF FOGA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BL. OL �+ 0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _TRUSS AND UAESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOMCWBC LL 0•0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE $TATE DF TOT.LD. 55.O PSFDSA LEN. 14-11-14 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER0 RIOTSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALLAPPLICATION. FURNISH A COPY OFTHIB Q• OUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, 516N TO THE TRUSS ERECTION CONTRACTOR. �;c INEE�'��` gp AC I NG 24.0" CJ 4 C W--TPI - TRUSSAT INSTITUTE, - 199 NATIONAL DESIGN SPECIFICATION FOR C T T N �'�/I 11tR�� TYPE m Job: 5-1042 LQj F 13'5"14 SYQ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR, TOP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 02 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/888.58 TOTAL LOAD. + 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 BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. 2 6 6,7 8 s� i 'S"14 ��- 5.4"8 ' 4 ( X4 3X3 3X3 iXT4 3X3 3X3 3X6 f T (D X5 X 3XT 1X4 3X 53-�X5 13'5" 14 x2 2X R=748# W=3"4 R=735# W=1"10 SED: 100 PLT. TYP10 .-ALPINE DESIGN CRIT=TPI QTY = 8 TOTAL = 8 REV. 17.3o SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, [NC. TRUSSES REWIRE EXTREME CARE 04/13/95 TC LL 40.0 PSF REF t *IMP0RTANT**SHALLNOT BERESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGNTC OL to O PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE v ALPINE CONNECTORS APE MADE OF POCA GALV. STEEL MEETING ASTM OUIREMENTS- UNLESS OTHERWISE INDICATED, TOP - BC DL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 ((�� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DE6IGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W I Bl. LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.LO. 55.0 PSF DSA LEN. 13-5-14 CONFORM M/APPLICABLE PPOVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER D Rlap P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � �E�Q'`� OUR.FAC. 1 .00 IN ONLY, AND SHALL N07 BE FLIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `1m M--TP -TRUSS AT _INSTITUTE. 1 NATIONAL GN SPECIFICATION F WO ONSTRUCTI N ,'��T„ 11t111m SPACING 24.0" TYPE S 4 2 9 Job: (5-1042J LOT F3 13*3"12 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP a2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP #3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/896.18 TOTAL LOAD. + 2X6 03 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 BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 732.19 LBS. �- 6'7"8 �, -{ 5'4"7 - -I T4 ( X4 3X3 3X3 1X4 3X 3 3X3 3X6 T + T io to 3X5 3X3 1X4 3X3 3X58 13'3" 12 X2 2X R=732# W=3"4 R=732# W=3" TAG = T1 SEQ: 10102 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3o SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN Uc�' ,, T C DL 1 0 0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ALPINE CONNECTORS ARE MADE OF FOGA GALV_ STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 5 0 PSF ORWG OR 0 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHO SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N 5606- BC LL 0•0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 6 f60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF zTOT.LD. 55.0 PSF O/A LEN. 13-3-12 RI CONFORM W/APPLICABLE PROVISIONS OF MIS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER * 7` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 ,D Q' OUR.FAC. 1 .0 0 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. rsPACING 24.0" T yp SY 4 2 -TP . 7 S AT T T T 99I NAT A F Ai F TRUCT! N ��/// N1 N1��' Job: 5-1042 LOT F4 12-5-6 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. + 2X6 A3 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 BY TRUSS FABRICAUR. BE SUPPLIED BY ERECTION CONTRACTOR. �-,4' 1"8 ---}-- 1 '8"6 -+-- 6'7"8 1 -I T4 ( X4 3X3 1X4 1X4 3X3 3X3 3X5 7 + to (D r, Lj :/\/\/I I e' X4 3X3 X 3X3 X4 12'5"6 X2 A2X R=691# W=3"4 R=678# W=1" 10 TAG = T2 SED: 10104 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 6 TOTAL = 6 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF t *IMPORTANTXX SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTION AND ,DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �f,USS f��i� TC OL 10.0 PSF DATE 04/13/95 FAILURE TO BU1L0 THE TgUSS IN CONFORMANCE KITH OS78B BY TPI. i0R ADDITIONAL SPECIAL PERMANENT BRAC TNG RE `ALPINE CONNECTOR$ AqE MAGE OF 2tlGA GALV. STEEL MEETING ASTM pUIREMENTS. UNLESS O7HERNISE INDICATE', TOP - - BC DL 5 0 PSF DRWG A4A6 GR B EXCEPT 45 NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL 8E LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND lARE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION lv ATTACHED PLYWOOD SHEATHING, BOTTOM CHDRD W r BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS MITN PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT L D. 55.0 PSF 0/A LEN. 12-5-6 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER t7g10� P: 1 .00. SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS _�,Q 13UR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INFEVF' SPACING 24.0" 4 2 W--TPI • TRUSS ATINSTITUTE. 1 NATIONAL F T F CONSTRUCTION ��1N NIN1� T YP S Job: 5-10 4 LOT F5 12'5"6 SY42 THIS DWG. 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 02 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED SHIM ALL SUPPORTS TO SOLID BEARING. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE 1X4 EXCEPT AS NOTED. CD N m D] D1 ti D7 Imo, 2 5.7,.8 _ NL_ 1 .7A.8 �(4 ( X2 3X3 3X6 3X4 T io io ri X3 X3B 8' 1 12 3'4" X2 3X4 X2 3X3 q22 �- 1256 _I R=140 plf W=5'7"8 R=399# W=3"8 R=183# W=1"10 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV, 17.3 SCALEi0015000 ALPINE ENGINEERED PRODUCTS. INC. TPUSSES PEOUIRE EXTREME CARE 04/13/95 TC LL 40 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANV ARN ING IN HANOLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACINGSEE HIB-91 BY TPI. SEE THIS DESIGNUC, e �� TC OL 10 0 PSF DATE 04/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - _ BC OL 5.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF MSK CONNECTORS PER OPAWINGS 130. 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT LD. 55.0 P]TYPE 0/A LEN. 12-5-6 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS E 0 RIO Q?` IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE_TRUSS ERECTION CONTRACTOR. �� F DUR.FAC. 1 .00 1NEE" �� 2JL I ■--TP TRU$ AT N 7 T 1 N NAT NA F Ai i TRUCTI ' �11T T1T1�� SPACING 24.D" S 4 2 Job: 5-104 LOT F6 10* 11"6 SY42 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 R2 N WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/999 LIVE AND L/758.49 TOTAL LOAD. i 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 BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR, �-2 6„ --� X�- 4' 1"B 1 '5"6 } 5'4"8 T ( 3X 1X4 3X 3X 3X T T + T 3X4 3X3 1X 3X3 X48 10' 11"6 X2 2X R=609# W=3"4 R=596# W=1"10 SEG: 10108 PLT, TYP.-ALPINE DESIGN CRIT=TPI QTY 2 TOTAL = 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/13/95 TC LL 40.0 PSF REF (�� *I MPOR T ANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN �1Tt' "E.��iTC DL 10 .0 PSF DATE 04/13/95 NFORM FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST98 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �- ` v _ ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUTREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 5.0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LDCATEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF [SPACING OT.LD. 55.0 PSF O/A LEN. 1 O-1 1-6 CO4FORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �0RTO� P` 1 ,OO SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 9'1 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INEE�'"11 UR.FAC. 42 -TPI . T ATINSTITUTE. . 199 NATIONAL GN SPECIFICATION F W CONSTRUCTION ,'N�SH1 NN1NT1 24.0" TYPE S A ~ Job: 5-104 LOT F7 'O"6 SY42 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP 02 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP /2 N WEBS 4x2 SP lea TRUSS DEFLECTION MEETS L/999 LIVE AND L/836.05 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. X' 4 X4 1X4 3X6 3X T 1X4 (R) T Lo A \Z:n 3X3 3X3 3X;t JX4 e x2 V3'6"2 2x 2 6M4 1 4 (R) r• 5' 10" 14 -1 r• 6'0"6 - Wd R=83# W=1"10 R=567# W=3"8 PLG SEG: 10113 T. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL - 2 REV. 17.3a SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDU'RE EXTREME CARE 04/13/95 T C LL 40 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN ORTHESESPECIFICATIONS• OR ANY BRACING. SEE HTB-91 BY TPISEE THIS DESIGN ` .,FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ `�usTC DL 100 PSF DATE 04/13/95 ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 5.0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WBC LL 0 •0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OFTOT.LD. 5 5 0 PSF DSA LEN. 6-0-6 CONFORM W/APPLICABLE PROVISIONS OF FAS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER Op Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' 0 R1 Q DUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1/11EE�T�� SPACING 24.0" $ 4 2 --TP . T ATINSTITUTE. . 1991 NATIONAL F T T N ��RTN 1111.. TYPE (5-104a) T I F8 8'0" KNEEWALL THIS QWQ. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MF),. ' CHORD 2x2 SP 02 N TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD, T CHORD 2x2 SP #f2 N WEBS 2x2 SP #"3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE IX4 EXCEPT AS NOTED. m nI ! .» j(m m 2X2 2x2 T t to Lo 8 2X2 2x R=110 plf W=8' TAY T3 DESIGN CHIT=TPI QTY z 2 TOTAL = 2 REV, 17.3/a SCALE!°0'.5000 f..� '[`, ('� 'T- ALPINE EI INEERED PROQUCTG. INC. TRUSSES REQUIRE EXTREME CARE 04/13/95 TC LL 40.0 PSF REF *I MPGR TAN T W 3E SHALL IA7T BE RESPONSIBLE FOR ANY WARNING IN HANQLING, ERECTION AND `TyTTl TIBRACING. fitR,,,/ TC DL. 10.0 PSF GATE 04/13/95 tAOW FROM iklS DESIGN OR THESE SPECIFICATIONS, OR ANBRACING. SEE HIB-91 BY TPI. SEE FLATS DESIGN �. 'IO THE TRUSS IN CONFORMANCE WITH OSTBB BY tPt, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '` � OF 206A QALY, STEEL MEETING ASTM OUIPFWENTS. LOA.FSS OTHERWISE INDICATED, TOP BC DL 5.0 PSF DRWG --wwCTDRS TO EACH FACE OF CHORD SHALL BE.LATERALLY BRACED WITH PROPER POSITION LY ATTACHEO PLYWOOD SHEATHING, BOTTOM CNK _ aF' - 8C LL 0.0 PSF MSK WITH PROPERLY ATTACHED RIGID CEII FN�P;r STATE t7F TOT,LD. 55.0 PSF D/A LEN. B-0-0 T€CNNICAL UPDATE IF/I/9ft FOFURYNISH A COPY RQ'w DUR.FAC, 1 .00 A ';� PAMNG ?4.0" 1TV017 SY42N L Simpson Strong-Tie 22-164 . DDUM.E SHEAR I*LW3 'NOTE' REF. ENG, FOR ;;; TRUSS PLACEMENT 6-164 HANGER DDWNL-DAD UPLIFT H2O THA418 2830# 1550# 1 UILnEp / F'PAMMLI? tT,SpON51f VTY T MF�p 1'0 51MP50N CATAI.06UE FOS COMPLM INSTALLATION 6UIP�LINE5, ALL NAILS TO Ot 5UPPLIEC1 I Y PUILVEP, 1115 LAYOUT 15 INTENPEP FOPU5,F A5 A GUIP� TO TPU55 PLACEMENT AW LOCATION OF CONNECfa5. ff,F I, TO EN61WPEP t2r,AWING5 FOP pl?0PEr fPU55 FLACMW AW WOr;MA110N I?EGAI?nING IWIV112UAL 1PU55E5. FL 0 OR NOT y o 93 Fe MAW I F2 F4 F] F6 y F4 F2 F5 F7 F3 H2O H2O � W OJ 1 N W N OD Q` O cn 5+_�� 20•_8.. r�7� ATE 95 HK BY �/f t HOLMES LUMBER P 2��&soNs Joel 5- 3z �— TR USS CO. PROJECT: LQ l26 5ELVAI.A 5 TI m —I 6550 ROOSEVELT BLVD. JACKSONVUE, FL 32244 PHONE (904) 772-6100 FAX (904) 772-1973 , CL a Cu ,y co _ y O N � N 3 JT20T2 v 4 T3 NO � N TI 20 _811 cn DESIGNER M% 7]10% CUSTOMER: 9WffK&50N5 JOB f 5-23055 DATE q-Ig- HOLMES L UMBER PLAN : 1763 0 ]Far:l REVISIONS LJ5t TRUSS CO. PROJECT:LOX125%LVALK15 � 6550 ROOSEVELT BLVD. JACKSONVILLE, FL. 32244 PHONE (904) 772-6100 FAX (904) 772-1973 Simpson Strong-Tie Simpson Strong-TieSlnpsm Simpson Strong—Tie INSTALL HALF OF FASTENERS e EACH INSTALL HALF OF ,-&1 END OF STRAP FASTENERS a EACH END OF STRAP *W/ 1,-t0d I4-��EACH CONN, UPLIFT CONN UPLIFT CONN. UPLIFT MANGER I)13 0 H5 4558 EACH U 1 MT= 10008 U2 (2) MTS12 2,0008 U3 HUS26 27310 TYPICAL - JACK5 ONLY TYPICAL UNLE55 NOTW . RUER TO LAYOUT DLMENSLON IS TO FACE OF GIRDER. U 1 L ( 8' MAX ) SIG au 25��dlI zu 2 • OF 12a MALLS U1 au T y TOP CHM T22G ' B BUTT CHH zu 2 T F4 T` 00 N_ 6UUTr, / FFAW, p�5t'ON51P LITY TO VP\ TO 5NF5ON CATALOGUE FOP COMPLM IN5TALLAT1ON CAUIMM5, ALL NAIL5 TO 6f 5Upp W 6Y 6UIW. F\. TNI5 LAYOUT 15 INTENM7 FOE U5� A5 A GUM TO M55 PLAaM�NT AW LOCATION OF COWCTOI?5. Mrtr TO �NGIWMP MWING5 FOP rrOr�r, TP.U55 PLACEMENT AW INNYMA11ON I GAI',nING IWIVIRAL TI2U55(5, k J� I � leTr �-xr--t 1795 x�eEi aiyY�i�LI � aET�� Zoning Rol Job: 5-104 L T T1 0' " HIP 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBCI BOT CHORD 2x4 SP 02 N UPLIFT (LB): 780 780 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (_)=Up 1 i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ------------------- ------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I xxx HANGER xxx H5 = -4550(Jacks Only) I HUS25 = + 27510 -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(IOd 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 = + 51800 -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)1 HGUS48 = + 66400 -21990(10d 2ply) MST60 = -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 20'8" _I �-- 7 -�- 6'B" •} 7 ---� T 5X4 X4 X4 1 to 1 .5X3 1 .5X3 in 7 (7 v 3X6 (B 1) 3X6(8 1) X X X 20'8" �-- 7 6'8" -7 --� R=1997# W=3"8 -2150 -215# R=1997# W=3"8 TAG = T1 SED: 10234 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. IRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1S T�� TC DL / .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE ` - ALPINE CONNECTORS ARE MADE OF 209A GALV STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.L D. 47 .0 PSF OSA LEN. 20-B-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - C O Rio e, P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. "1111,110" 1NEVPr •--TP T AT TAUT 9 NAT F AT F R T TION ''F TTT ,1707 SPACING SEE ABOVE TYPEHIPS Job: 5-10 4 LOT T HIPS 9'0" 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. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOPI 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift ------------------- --------------------------------------- mm* UPLIFT *** ( Intl( HANGER *** H5 = -455#(Jacks Only) 1 HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000/ 1 HUS26 - + 33151 -1550#(160 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -3786#(2 Each) (10d)1 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d11 HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) i HGUS5.5- +11335# -3945#(16d 3ply) -- ------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X5 4X5 Lr) 1 .5X31 .5X3 1 u7 3X4 (A1) 3X4 (A 1) 4 58 3X4 3XX4 20'8 -1--`� R=1075111 W=3"8 R=107511! W=3"8 TAG = T2 SEQ: 10240 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF )(IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, DR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN VNEE� � � TC DL 7 .0 PSF OA TE 04/14/95 ^ t FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - 4LPINE CONNECTORS ARE MAGE OF 20GA GALV. STEEL MEETING ASTM OU[REWENtS. UNLESS OTHERMISE INDICATED. TDPBC DL 10 0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.LO. 47 .0 PSF O/A LEN. 20-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER r 1 .33 SEAL ON THIS DRAWING APPLIES TO 711E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. IN ONLY, AND SMALL NOT BE RELIED tVON IN ANY OTHER MAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR. �`` SPACING 24.0" HIPS --TP . TRUSSAT INSTITUTE- 99 NATIONAL SPECIFICATION F CONSTRUCTION ��TTT 11,1 `, TYPE Job: 5-10 4 LOT TCOMMON THIS DWG. PREPARED FROM COMPUTER INPUT fLOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 410 410 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.38 TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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 4.50' END 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. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M-Gravity (-)-Uplift ------------------- ----------------------------------------- *K* UPLIFT *** I *** HANGER *** H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286t(10d !ply) MTS12 - -1000t I HUS26 - + 3315# -1550#(16d !ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -37860(2 Each) (10d)) HHUS48 - + 51800 -2000#(16d 2ply) MTT28B - -44550(2 Each) (16d)) HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -16500(Each) i HGUS5.5- +11335# -39450(16(J 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �= 10'4" =T- 10'4" 4X4 1 .5X3 1 .5X3 0 r-1 I v 7p ED 3X4 (A S) X4 (A 1) X4 �—� 20'8" R=1075# W=3"8 R=1075# W=3"8 TAG = T29 SEG: 10242 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3g SCALE =0.2500 ALPINE ENGINEEPED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF (�� **IMPORTANT**SHALL.NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIR-91 BY TPI. SEE THIS DESIGN �`' �.,,' TC DL 7 .0 PSF DATE 04/14/95 n \\"vn"I�V\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` vUs ' O\\\\\\/�V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER , 5606 p 0 .0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W ' BC LL CONNECTORS PER DRAWINGS 130. 190 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T.LD. 47 .0 PSF O�A LEN. 20-8-0 CONFORM W/APPLICAB.E PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER Og10p QPM SEAL ON THIS DRAWING APPLIES TD THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ItVEET'�'I`� SPACING 24•O" r OM N A--TP • T T T TUT 199 NAT NA F AT F TRU T ,�'UT/ UUP/�`` TYPE o b: 5- 4 T 129 T4 '0" RBC 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. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 400 400 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.38 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- (A) 1X4 "T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (_)- Uplift ------------------- ERECTION CONTRACTOR. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" D.C. H5 = -455#(Jacks Only) I HUS26 = + 2751/ -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000! HUS26 - + 3315# -1550#(16d )ply) MTS12 -2000/(2 Each) HHUS48 - + 4299E -1660#00d 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#06d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- 14' 10"5 RFFFR HOLMFS WMRFR gE1TA11L"�FE7 F(1R 11Pl iFT/HAd�ER DETAILS 4X5(R) 1 .5X3 1.5X3 0 A) (A) C17p 1 3X4 (BS) 3X4 (A I) N 4' =5 X J� 3X3 PX3 20'4"8 -T� 5'4" --{ 26' R=1057# W=3"8 R=1279# W=3"B R=316# W=3"B TAG = T12 SED: 90370 PLT. TYP.-A PINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF N I MPOR T A N T NN SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND t - TC DL 7 .0 PSF DATE 09/13/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-9f BY TPI. SEE THIS DESIGN �V$ f ��i nFAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF DRWG \\�\\ A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY RRACEO WITH PROPER . 5606 BC L L 0 0 PSF THB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * ' CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ TOT.LD. 4 7•0 PSF DSA LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C()R1� p P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. T�� ,t_.�,C,, W TP • T AT 7 T t 99 NAT NA F AT N F CONSTRUCTION '�IIf ryE, T�� SPACING 24.0" TYPE Spec Job: (5-1043) T 129 T4 " RBC GABLETHIS DWG. PREPARE FROM OMP TER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2x4 SP #3 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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 24,00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. *** UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) i HUS26 - + 2751# -12860(10d 1ply) ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2ply) MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)i HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- 14'6" ----------------------------------------------------- 14'6" 14 REFERtNCE HOLMES LUMBER (1E14�LM�ET FOR UPLIFT/HAN¢ER DETAILS 4X4' 11 J X4 Ln 3X4 0 r, 7 P7 m , 3X4 (01) 10'1" 3X4 (A 1) N 3X4 3X7 3X3 CD �- 20'4"8 - 1 26 1 R=1075# W=3"8 R=1081# W=3"8 R=74 pif W=5'4" TAG T3 SED: 90374 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 09/13/95 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND 1\ DFVIATIGN FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SFE THIS DESIGN e TC DL 7 •0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL 10 .0 PSF ORWG A4e6 GR B E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL LATERALLY BRACED KITH PROPER - 8L+ LL 0.0 PSF THB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDCONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LO. 47 .0 PSF 0/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERPSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' DUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.A--TP " TRU$ PLAT T TUT " 1 1 NAT ONA GN F A7 F M T TION � N/I ��,�� SPACING 24.0" TYPE spec Job: (5-1043) LOT 129 T5 13' RQG MONO THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.38 13.04 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/240 LIVE AND L/1BO TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS 8d NAILS 0 5" O.C. BRACING MATERIAL TO BE SUPPLIED BY (+)-Gravity (-)-Uplift ERECTION CONTRACTOR. --------------------------------------------------------------- *x* UPLIFT *** I *** HANGER *** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24,00" O.C. H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#00d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply) SHIM ALL SUPPORTS TO SOLID BEARING. MTT288 = -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 200 MTT288 = -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 I ENO VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. ROV DE HANGER AT RIGHT END OF TRUSS FOR 437.02 LBS. 3X4 7 F,- n (A)M 1.5X3 0 (A) ___RX6 (B2) _6*"_6 -4.10, N X 6' �_3'4"8 9' 10"15 X3 3X I--�-i- 13'3"8 R=269# W=3"8 R=437# W=3" R=648# W=3" TAG = T9 SEQ: 90376 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = 1 REV. 17.3s SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CAPE 09/13/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THI$DE$]GN OR THESE$PEC[FICATiONS. OR ANY BRACTNG. $EE H[8-91 BY TPI. SEE THIS DESIGN �N f��i� TC DL / .0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �� -ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - 6C DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 p$F THB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT T.LO. 47 .0 PSF O/A LEN. 13-3-8 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P P'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY DF THIS 0 RIO Q'; OUR.FAC. 1 •33 IN ONLY, AND SHALL NDT BE RELIED UPON IN ANY OTHER NAY. SIGN TO THE TRUSS ERECTION CONTRACTOR. ;c INEE_1`� SPACING 24.0" TYPE spec •--TP T AT T t T " 1 NAT F T F CONSTRUCTION ,�HH1 /1�1` Job: (5-10431 LOT 7' END JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SU M TTE Y TRUSS MFR TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 250 200 WEBS 2x4 SP 02 N BRG.LOC NFT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100.00 MPH WINO, 19.78 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTIONOF 221.38. --------------------------------------------------------------- --------------------------------------------------------------- -----TYPICAL SIMPSON OREQUALUPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (*)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - - - --------------------------------- XXX UPLIFT MWW I WWB HANGER XXX CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 - + 27510 -1286#(20d 1pl THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# I HUS26 - + 3315/ -1550#(16d fplyy AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000/(2 Each) 1 M RIS48 - + 42991 -'6600(fOIf 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (100 1 HHUS48 - + 5180# -20000(16d 2ply MTT288 - -4455#(2 Each) 0 61 HGUS48 - + 66400 -21990(10tl 2ply MST60 - -4688#(Per 2D1y1 HGUS48 - +17000 0 -2650#(16tl 2ply CS150 - -1650#(Each) HGUS5.5- + 3350 -3945#(164 3ply R=2igIENRE IVOLAES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21'8" Fn to 7 rJ v 1 T 2X4 (A i) 4"5 17'6"12 f1'4" .�� 7' R=4911 W=3"8 R=1050 W=1"8 TAG T32 SEG: 14914 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 24 TOTAL s 24 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 05/23/95 TC LL 30 .0 PSF REF t IMPORTANT**SHALL MDT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-B1 BY TPI. SEE THIS DESIGN �1�' ' T� TC DL 7 .0 PSF DATE 05/23/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS APE MADE OF 20GA 6ALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SRACEO WITH PROPER - 5608 - BC LL 0 0 PSF JRK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 0 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 7-0-0 CONFORM WIAPPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER (tl q10� Y SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IW ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOq. SPACING 24.O" JACK W--TP -T ATINSTITUTE. 9 NATIONAL SPECIFICATION F T T ,�NNI IINNN TYPE J b: - 4 T RN R A K THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP 02 N BRG.LOC FT : 0.00 5.00 5.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.20 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDIN, (1991 SBC) REACTION OF 148.28. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -------------------(+)"Gravity-(_)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - ---------------------- MMM UPLIFT MMM I MMM HANGER MMM CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 - + 27510 -1286#0 0d 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 - + 33151 -1550#(16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 " -20001(2 Each) I HMS48 + 4299/ -1660#110d 2ply� INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786/(2 Each) (t10d)I MMS48 - + 51801 -20001(16d 2ply MTT268 -44550(2 Each) 0 6d)I HGUS48 + 6640# -2199#(10d 2ply MST60 - -4688#(Per 20y) I HGUS48 - + 80000 -2650#06d 2ply CS150 -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=148# W=1"8 TVo's" m 7p m T 2X4(Ai) 4'5 17'6"12 f R=394# W=3"8 R=69# W=1"8 TAG = T33 SEO: 1491 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY 4 TOTAL = 14 REV. 17.2m SCALE =0. 000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 05/23/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTIONAND TC DL 7.0 PSF DATE 05/23/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �Y1 r f��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 OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG AA46 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT"PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LO. 47.0 PSF DSA LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/90 FOR PROPER C 0 glop P SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FINNISH A COPY OF THIS �. Q �� Dua.Fac. 1 .33 IN OILY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �.� 1NEE� M--TP "T TINSTITUTE. NAT A F AT F CONSTRUCTION �1�i .U,..T. SPACING 24.0" TYPE JACK b: 5- 4 T RN R A K THIS DWG. PR PARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 200 WEBS 2x4 SP t2 N BRG.LOC (FT1: 0.00 3.00 3.00 TRUSS DESIGNED FOR 100.00 MPH WIND• 18.62 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF CTOP1 AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 S80 REACTIONOF 65.48. --------------------------------------------------------------- TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (4)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- wwW UPLIFT www ) www HANGER ww* CONTRACTORS WARNING: H5 4550(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -15500(16d ]ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHM48 - + 42990 -1660/(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37860(2 Each) (fOd)j HHUS48 + 51800 -20001(16d 2ply MTT288 - -4455#12 Each) (16d) HGUS48 + 66400 -21990(10d 201y) MST60 - -4688#(Per 2ply) I HGUS48 + 80000 -26500(16d 2plyf CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply)1 -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=65# W=1"8 T 9-4- Lr) 4" 1C) 1 7 F7 •, N -F- 2X4 (A 1) 4'5 17'6"12 }- 1 '4" --�----3' -� R=307;1 W=3"8 R=331 W=1"8 TAG T34 SEG: 14918 PLT. TYP.-ALPINE DESIGN CRIT=TPI GTY - 16 TOTAL - 16 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �111 j�i TC OL 7 •0 PSF DATE 05/23/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. Fal ADDITIONAL SPECIAL PERMANENT BRACING i� `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AGIN OIIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10•0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD w BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF .. TOT.LD. 47.0 PSF OSA LEN. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ' r'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D�� Q OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY 07HER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� INEEP6, SPACING 24.0" T YP JACK �--TP - T AT T T T NAT A F AT F NST TI ��NN� •I�N�Y J _ - 4 T RN R A K THIS WG. PREPARE FR M OMP TER INPUT LOADS & DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHDRO 2X4 SP 02 N ""WARN NG AN UPLIFT REACTION OF -1060 OCCURED ON A BOT CHORD 2X4 SP 12 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2X4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC NFT): 0.00 1.00 1.00 REACTION OF 96.60. TRUSS DESIGNED FOR 100.00 MPH WIND, 18.03 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. ENCLOSED BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)"Gravity (-)"Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- ---------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING XXX UPLIFT WWW I XXX HANGER XXM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -455/(Jacks Only) I HUS26 + 27511 -12860(10d 1ply) MTS12 -1000/ I HUS26 + 33150 -155001 16d iply) MTS12 - -20000(2 Each)) 1 HHUS48 - + 42990 -16600 10d 2ply MTT288 - -37860(2 Each) (10d1 HHUS48 - + 51800 -20000 16d 2ply MTT28B -44550(2 Each1) (f6d1 HGUS48 + 66400 -21990(10d 2ply MST60 - -46880`Per 2ply) HGUS48 - + 8000/ -2650#116d 2ply CS150 - -1650/(Each) HGUS5.5- +113350 -39450116d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS N �� 18'2" T 2X4 (A 1) 11'5 i5 0 w 176"12 � 1 '4" + 1 --] R=3171 W=3"8 R=97fL-1fW'W1"8 LTAG = T05 SEO: 14920 LT. TY .-ALPINE DESIGN CRIT=TPI OTY = 16 TOTAL = 16 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF t I MPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1us f �� TC DL 7 .0 PSF DATE 05/23/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OT14ERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0.0 PSF JRK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 47.0 CONNECTORS PER DRAWINGS 130. 150 C HMIA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE _ STATE OF TOT.LD. `+7•O PSF OSA LEN. 1-0-0 CONFORM M/APq,ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 0 RIOT N-` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTpACTOR. F IA1EEo�� ` SPAC I NG 2 4.O" JACK •--TP AT T T T NAT A F Ai F T ��R�� II�R�`` TYPE o b: 5- 4 T 7' H P A K THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP :2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP :2 N UPLIFT (LBJ: 200 200 200 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.78 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING (1991 SBC) REACTIONOF 357.35. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 -------------------(+l_Gravity (-)"Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------- xxx UPLIFT xxxxxx HANGER x*W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. H5 455#(Jacks Only) HU526 - + 2751: -1286:(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000: I HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299: -1660#(10d 2ply) CONTRACTORS WARNING: MTT288 - -37861(2 Eachi (fOdll HHUS48 - + 51800 -2000:(16d 201y) THIS TRUSS IS DESIGNED TQQ,,,��11q AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -4455#(2 EaCh) (16d I HGU$48 -+-fig -p1�q:11106 2ply) AT SPECIFIC LOCATI0 S.. WWSR CARE IS ADVISED DURING 14STBO - -4688:(Per 2ply) I HGU9AB J23bA00#�260d#(166 2p1Yt INSTALLATION TO ENSURE T S TRUSS IS ERECTED PROPERLY. CS150 - -1650#(E ach)--------I MGUS5 5_-+11335:-_3945:(16d 3ply- --------------------- REFERENCE HOLDS LUMBER DETAIL SHEET FIFT/HANGER DETAILS 11 ' 10"15 21'8"4 2X4 4.95 C77- 2X4 2X4 (A0 4"5 17'6"12 I ' 10-10 + 9' 10"13 4'2"15 5'9 6 -� R=4931 W=4"15 R=3571 W=1"8 PLT. TYP6-ALPINE DESIGN CRIT-TPI OTY = 7 TOTAL 7 REV. 17.2m SCALE1-0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 05/23/95 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FpP ANY ARNING IN HANDLING, ERECTION AND DEVIATION FRO/ THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �Tus '� TC DL 7.0 PSF DATE 05/23/95 FAILURE Tp BUILp iNE TPU55IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , � -ALPINE CONNECTORS ARE MADE OF 906A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10.0 PSF ORWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x - BC LL 0.0 PSF JRK CONNECTORS PER DRAWINGS 130, 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF = TOT.LD. 47.O PSF 0/A LEN, 9-0-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE f7/1/sil FOR PROPER �O RIO QP: 1 .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � �. OUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. SIGN TO THE TRUSS ERECTION CONTRACTOR. � , WEEP`' SPACING SEE ABOVE JACK W--TP AT T TUT NATIONAL SPECIFICATION FCONSTRUCTION NN NNNN��'` TYPE j0—b--' -L5-7-W43) T H P A K THIS DWG. PREPARED FROM COMPUTER INPUT JLOADS & DIMENSIONS) SU M TT Y TRUSS MFR TOP CHORD 2x4-SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT ILB 200 200 200 WEBS 2x4 SP #2 N BRG.LOC FTI: 0.00 4.89 4.89 TRUSS DESIGNED FOR 100.00 MPH MIND. 18.75 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BUILDING 11991 SBC) REACTIONOF 159.18. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK I5 DESIGNED TO SUPPORT A CORNER SET WITH 03-05-08 (4)-Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- NNN UPLIFT NMN I WNW HANGER NNN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(Jacks Only) I HUS25 - + 27510 -12860(10d 1p Y) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 3315/ -15500(16d Ip Y) MTS12 - -20000`2 Each I HHUS48 - + 42990 -16600(10d 2ply CONTRACTORS WARNING: MTT288 - -37860(2 Each ((10d)I HHUS48 - + 51800 -2000#(16d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B -44550(2 Each� (160 1 HGUS48 - + 6640# -21990(106 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST50 - -46880``Per 2ply) I HGUS46 - + 8000# -26500(166 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 16500(Each) I HGUS5.5- +11335# -39450(166 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -53# R=159# W=1"8 in 6'9 5 1978 m _ 1 4.95 p v ti T 2X4(A1) 4"5 j±N17'6"12 �-- 2'0"12 — ---2'9"15 ---� R=2061 W=4"15�s R=3011 W=1"8 TA? = T07 SED: 14924 PL TY .—ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 05/23/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN MANOLINr. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN X1X s i TC DL 7 .0 PSF DATE 05/23/95 FAILURE TO BUTLO THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �ALPINE CONNECTORS ARE MAGE Oi 20GA GALV. STEEL MEETING A6TM WIREMENTS. WIIESS OTHERM]SE INDICATED, TOP _ - BC OL 10•0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ _- TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION tY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 06 BC LL 0 .0 PSF JRK CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LD. 47 .0 PSF DSA LEN. 4-10-11 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D RIODQ P`� DUR.FAC. 1 .33 p IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OE476N TO THE TRUSS ERECTION CONTRACTOR. twok-1�1 SPACING SEE AODVE T YP JACK ■--TP . T ATINSTITUTE. NAT A F Ai F T T ��N N� i/�1NT, Job: 5-104 T T10 " HIPS 7'0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 970 970 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND. 19.78 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (fl-Gravity (-)-Up 1 i f t A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xNx I Nxx HANGER xNN H5 = -455/(Jacks Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT288 - -3786#(2 Each) (10d11 HHUS48 - + 5180# -2000#06d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -468841(Per 2ply) I HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) -----7--------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 23 I I----- 7' -�- 9' }� 7 --� 4X7 1.5X34X7 to 1 .5X3 1 .5X3 Ln 7 p c 4X5(A2) 4X5(A2) 4 5 17'6"12 X X X R=2230# W=3"8 -2420 -242# R=2230# W=3"8 TAG = T15 SED: 10287 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.2500 ALP[NE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND t TC DL 7 .0 PSF DATE 04/14/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATi0N5, OR ANY BRACING. SEE N18-9f BY TPI. SEE THIS DESIGN �T ��.�FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` VSALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 0 PSF DRWG #446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - $606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 0 .0 PSF M S K CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE $TATE OF _ TOT.LO. 4 7 .O PSF O�A LEN. 23-0-0 CONFORM W/APPLICABLE PROVISIONS OF.NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER F Q•� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL ARKICATION. FURNISH A COPY OF THIS �, �, ORI •� OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE�•' ��` SPACING SEE ABOVE HIPS W--TP -T PLATINSTITUTE. 9 MLLV F AT F W T T ,,TTTIITT� TYPE Job: 5-104 LOT Ti] '0" HIPS 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 80T CHORD 2x4 SP 02 N UPLIFT (LB): 520 520 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND. 20.37 FT MEAN HEIGHT. WITH DEAD LOAD OF 5.00 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)=Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT WWW I WWW HANGER WWW H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(]0d 1ply) MTS12 - -10001 1 HUS26 = + 3315# -1550#(16d 1ply) MTS12 = -2000/(2 Each) I HHUS48 = + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 = + 5180# -20000(16d 2ply) MTT28B = -44550(2 Each) (16d)I HGUS48 = + 6640# -2]990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 = + 8000# -26500(]6d 2ply) CS150 = -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5. _ ,j 9. f 4X5 X16 Ln 1 .5X3 1 .5X3 R 7 Fl- Lr) 3X4(Al)X4(AJ) 5 �]7'6"12 X X4 3X4 23' R=1185#1 W=3"8 R=1185#E W=3"8 TAG = T16 SEO: 10285 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV, 17.3q SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t XIMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � 5 � TC DL 7•0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` -ALPINE CONNECTORS ARE MADE OF 20GA 6ALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10•0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130, 150 0 ISOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF _ TOT.LD. 47.0 PSF O/A LEN. 23-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 RI�p Y SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISc,Q �� DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IhIFEVa ' SPACING 24.0" T YPE HIPS X--TP " T ATINSTITUTE. N A F F M S T 7 T�1IR RS...T Job: 5-i 4 LOT T12 23'0" HIPS 11 '0" THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 520 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND, 20.95 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT mm* I *** HANGER *xx H5 - -455#(Jacks Only) I HUS26 - + 2751E -1286000d iply) MTS12 - -1000# 1 HUS26 - + 3315/ -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1.5X4 3X4 3X4 A 1.5X3 1.5X3 m ' 7 to 3 X 4 (A 1) 3X4 (A 1) q, _417'6"12 X �-� 23' I R=1185# W=3"B R=1185# W=3"8 TAG = T17 SEQ: 10283 PLT. TYP,-ALPINE DESIGN CRIT=TPI QTY = i TOTAL = i REV. 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN X1 �� TC DL 7 •0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTfiB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIMMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10 •0 PSF DRWG Mab GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * - 47.0 CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.L D. 4 7•0 PSF 0/A LEN. 23-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS 04AMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS -.•' F 0 RID*Q R DUR.FAC. 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ISPACING 24.0" T PE HIPS --TPI- AT INSTITUTE- 99 NATIONAL SPECIFICATION f MO CONSTRUCTION T Tt •1111 TT Job: 5-104 3 LOT Ti '0" COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 420 420 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 22.71 TRUSS DESIGNED FOR 100 MPH WIND, 21.10 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- xx* UPLIFT xxx I xx* HANGER WNW H5 - -4550(Jacks Only) I HUS26 - + 275111 -1286#(20d 1ply) MTS12 - -10000 I HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600(10d 2ply) MTT28B = -3786#(2 Each) (1Od)I HHUS48 = + 5180# -2000#(16d 2ply) MTT288 - -4455#(2 Each) (16tl))I HGUS48 - + 6640# -2199#(10d 200 MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 11 '6" -{ 11 '6" 4X4 m 1.5X3 I 7 � 1 .5X3 C3 3X4 (A1) 3X4 (A1) 5 -+17'6"12 X 23 R=1081# W=3"8 R=1081# W=3"8 TAG = T18 SED: 10281 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3g SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANT)(1(SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� C � TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM QUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD$HALL BE LATERALLY BRACED WITH PROPER 0.0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING. BOTTOM CHORD x 606 BC LL CONNECTORS PER DRAWINGS 130, 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF _ T 0 T.LD. 47.0 PSF DSA LEN. 23-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER O ql�p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q DUR.FAC. 1 .33 UP 1N ONLY, AND SHALL NOT BE RELIED ON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�S•' ` SPACING 2 4.0" COM N A--TP -! ATINSTITUTE. NATIONAL SI SPECIFICATION F WCONSTRUCTION ' TNI 11,N�`` TYPE Job: 5-104 T T14 " HIPS 7'0" W/STUB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 690 750 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 17.21 TRUSS DESIGNED FOR 100 MPH WIND. 19.78 FT MEAN HEIGHT• WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- 11 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(±) Gravity-(-)-Uplift-------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. rx1( UPLIFT xxr I %N* HANGER xxx H5 - -4551(Jacks Only) I HUS26 - + 27511 -12860(10d 1ply) MTS12 - -10001 1 HUS26 - + 33151 -15501(16d iply) MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16600(IOd 2ply) MTT289 - -37861(2 Each) (1001 HHUS48 - + 51801 -20001(16d 2ply) MTT289 = -44551(2 Each) (160 1 HGUS48 = + 66401 -21991(10d 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -26501(16d 2ply) CS150 - -1550#(Each) I HGUS5.5- +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17'6" 7' "Im 9' 1 '6R 5X4 3X4 5X7 X2 Ln 1.5X3 T ir) m v 7 in m 2X7 (AS) 4'S 17'6"12 3X7 4X5 4X4 17'6" j= 7 10'6" _I R=1632# W=3"8 R=1796# W=3"8 PLT, TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL = 1 REV. 17.3 SCALEi00.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 91N TC DL 7 .0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS iN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPiNE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS_ UNLESS OTHERN]SE INOiCATED. TOPBC DL 10 •0 PSF DRWG AA45 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFCHONO SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORDBC LL 0 •0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47 ,0 PSF �/A LEN. 17-6-O CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '' OUR.FAC. i .33 IN ONLY, AND SHALL NOT BE RELLEO UPON 1N ANY OTHER WAY. DESIGN 70 1HE TRUSS ERECTION CONTRACTOR. � `W--TP - T AT NS7 T TE NAT NA N F AT F MT�f I1 1111 T1 SPACING SEE ABOVE ITYPE HIPS Job: 5-104 LOT T15 " HIPS 9'0" W STUB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 400 330 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 17.21 TRUSS DESIGNED FOR 100 MPH WINO, 20.37 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WMW UPLIFT *x* ( 11xx HANGER x011 H5 = -4550(Jacks Only) I HUS26 - + 27510 -12850(10d 1ply) MTS12 - -10000 1 HUS26 . + 33150 -15500(16d 1ply) MTS12 . -20000(2 Each) I HHUS48 - + 42990 -1660#00d 2ply) MTT288 = -37860(2 Each) (10d)I HHUS48 = + 51800 -20000(16d 2ply) MTT288 - -44550(2 Each) 0 6(01 HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880(Per 2ply) 1 HGUS48 - + 80000 -2650006d 2ply) CS150 - -16500(Each) I HGUS5.5= +113350 -39450(16d 3ply) --- -------- 9' X6'-1-3 •, •` ^^ - Y/FN4N( ETAILS 4X5 5X5 X2 Ln 1.5X3 n to 7 C7- m 1 r+ co m T 2X4 (A 1) 4"5 RN 17'6"12 X 3X3 R=947# W=3"8 R=803# W=3"8 PLT. TYP�-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = ! REV. 17,3 SCALE10 0?3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t *IMPORTANTXN SHALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN divs TC OL 7 O PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN COFSORMANCE MIiH OST68 6Y TPI. FOR AOOITIONAI SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER /� TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHOIR BC LL w 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 6 160A F. DESIGN STANDARDS WITH P{gPERLY ATTACHED RIGID CEILING -- SEE - = TOT. 47 O PSF QUA LEN. 17-6-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 1 .33 SEAL ON THIB DRAWING APPLIES TO T11E COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF lH1S DUR.FAC.IN ONLY, AND$HALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 2 4.D" HIPS W--TP . 7 AT NST T T 99 NAT NA F AT F T T N DN NI 1111 ` TYPE Job: 5-104 LOT T1 " HIPS 11'0" W STUB THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2.4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 400 340 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 17.21 TRUSS DESIGNED FOR 100 MPH WIND, 20.95 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS (+)=Gravity (-)=Uplift --------------------------------------------------------------- *xx UPLIFT *** I *** HANGER *** H5 = -455#(Jacks Only) I HUS26 - + 27510 -12860(10d (ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1piy) MTS12 - -2000#(2 Each) ( HHUS48 - + 4299# -1660#(10d 2ply) MTT28B = -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 66400 -2199#00d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#06d 2ply) CS150 - -1650#(Each) ( HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1 1 ' 1.5x3 5'6 -1 3X4 X4 1 1 .5X3 3X4 °' 7 T ` t° m 4 U3 2X4 (A 1) m ,17'6"12 3X7 19 1.5X3 �.�+ 17'6" _I R=947# W=3"8 R=803118 W=3"8 TA2 SED: 10279 PLT, TYP?-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV, 17.3 SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF W I MP OR T A N T X)E SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND 11HH,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN V`,uCJ e�Yi� TC OL 7 .0 PSF DATE 04/14/95 (Tt FAILURE TO BUILD THE TRUSS IN CONFORMANCE MI7H OS TBB BY iP]. FOR A�1t2DNAL SPECIAL PERNAI$NT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF POGA GALV. STEEL MEETING ASTM QUIREMENIS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * BC LL 0 .0 PSF MSK CONNECTORS PER DRAWINGS 130, 150 9 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.L0. 47.0 PSF DSA LEN. 17-6-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t IPI- AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' 0 At Q � DUR.FAC. 1 •33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN f0 THE TRUSS ERECTION CONTRACTINEE�' SPACING 24.0" HIPS --TPI - T AT T T T NAT A F AT F t T ��1N ,,,,`�� T YPE Job: 5-i 4 T T17 3'7" MONO THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 250 210 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 3.33 TRUSS DESIGNED FOR 100 MPH WIND, 1B.75 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS FROM ONE SIDE AND 09-01-00 TRUSSES FRAMING TO BOTTOM CHORD M-Gravity (-)-Uplift SIDE.FROM OTHER ------------------------------------------- -------------------- xxx UPLIFT *x* I *** HANGER x** A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. H5 = -455#(Jacks Only) I HUS26 = + 2751# -1286#(10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 = -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#(10d 2ply) MTT288 = -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#06d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 382.64 LBS. 2X2 I j(A � �— 4"5 3'8 17.6"12 1.5X3 I-- 1 -4" 3.7" R=630# W=3"8 R=383# W=3" TAG T221 SED: 10263 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3q - SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN Y �SE �,� TC DL 7.0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vus10 0 PSF DRWG ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DLA446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE of CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - BC LL 0 0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD CONNECTORS PER DRAWINGS 13G. 150 6 16OA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE OF - TOT.LD. 47 .0 PSF O/A LEN. 3-7-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER (0 RIO�, R SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'��` SPACING SEE ABOVE TYPE MONO %--TP - 1 AT i T i 9 NA i A F AT F T T '�1 TT T �TTT b: - 4 T i 9 T18G GABLE W STU S THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 BRG.LOC (FT): OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND. 19.49 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. (+)=Gravity (-)=Uplift --------------------------------------------------------------- Mmm UPLIFT KKK I r** HANGER ■*x H5 - -455#(Jacks Only) 1 HUS26 = + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#00d 2DIy) MTT28B - -3786#(2 Each) (10d)l HHUS48 - + 5180# -20000(16d 2ply) MTT28B = -4455#(2 Each) (16d) HGUS48 = + 66400 -21990(10d 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5= +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3' 6' 1" 4X4 7 I to 0T m to N X4 (D1) Full nu — 3"12 17'6"12 L_ 1 ,4 ff R=105 plf W=9' 1" PLT. TYPB-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3s SCAB 90393 000 ALPINE ENGINEERED PRODUCTS. INC. 'TSSES REQUIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF X IMPORTANT*)E SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. EPECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � T C DL 7.0 PSF DATE 09/13/95 [l \\UT�`jVIAV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� E � - p ALPINE CONNECTORS ARE MADE OF FOGA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ - pC DL 10 •0 PSF DRWG O A/46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N 9C LL 0•0 PSF T HB CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ STATE of _ TOT.LD. 4 7 .O PSF D/A LEN. 9-1-0 CONFORM W(APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER v; SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. 1 .33 tION. FURNISH A COPY OF iH15 ' �. Q � DUR.FAC. IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE0. " -TP - TRUSS PLATENST i T - 1991 NATIONAL FI AT F M T T N SPACING 24.0 NNI ,INNSTYPE C o mn s Job: 5-1 4 OT 129 Tt8 i "6 COMMON W STUBS THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 260 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 8.79 :At Slider 2x4 SP #3: BLOCK LENGTH = 1.729' TRUSS DESIGNED FOR 100 MPH WIND, 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. (+)-Gravity (-)=Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** PROVIDE HANGER AT LEFT END OF TRUSS FOR 539.08 LBS. H5 = -455/(Jacks Only) I HUS26 = + 275111 -1286#(10d iply) MTS12 - -10001E 1 HUS26 - + 3315# -1550#06d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299/ -1660#(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT28B = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#00d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (�3 �� 6. 1 H _I 1 4X4 7 � 3X4 to NT Q to 3X4 in cv 5X4 (E i) 1 7 113Fq 17'6"12 X4 L 1 .4" A - I'I 5X3 -1.5X3 R=539# W=3" R=419# W=3"8 TAG T27 SED: 90387 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = i REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF N I MPOR T A N T if*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ", „ �� - T C DL 7.0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS 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 - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 UN TRUSS AND LESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T H B W CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF = T O T.LD. 4 7 •0 PSF 0/A LEN. 9—1-0 CONFORM M/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ., 0 RID Q P` DUR.FAC. 1 •33 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN i0 THE TRUSS ERECTION CONTRACTOR, INEE.11"10 C O mn ---TP • T Ai T T T 99 NAT NA SPECIFICATION FDACONSTRUCTION H„ ,,,,. SPACING 24.0" TYPE J b: 5- 4 T 129 /_T19 13'0"6 GIRDER W STUB THIS DWG. PREPARE FR M OMPUTER INPUT L AD & DIMENSIONS SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 S8C) BOT CHORD 2x6 SP #2 N UPLIFT (LB): 520 300 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 12.38 TRUSS DESIGNED FOR 100 MPH WIND. 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS *** UPLIFT W** I *** HANGER *** -------------------------------------------------- H5 = -455#(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) TC - From 74 PLF at -1.48 to 74 PLF at 12.67 MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) BC - From 20 PLF at 0.00 to 20 PLF at 12.67 MTS12 = -2000#(2 Each) I HHUS48 = + 42990 -1660#0 0d 2ply) BC - 600 LB Concentrated Load at 3.58 MTT288 - -3786#(2 Each) (10d)I HHUS48 = + 5180# -2000#(16d 2ply) (� ML7Z88„= -44550(2 Each) (16d)I HGUS48 = + 6640# -2199#( Od 2ply) r CCS99i�15G01 -1650#(Each) I HGUS5.5- +11335# -39450( 6d 360 ply) ----- ------------------------------- ------ ------- 6'7 QL1�r;''T �"'AN6EfF�0ETAILS 4X4 1.5X3 tV Q 7 t 3X4 (81) 3X4 (Al) T 5 7 i 4j 17'6"12 X 12'8" _I R=1147# W=3"8 600# R=748# W=3"B TAG = T23 SED: 90378 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = i REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF t *IMPORTANTif*SHALL NOT BE RESPONSIBLE FOR ANV ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HTB-91 BY TPI. SEE THIS DESIGN `1 /// TC DL 7.0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 2OGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL DE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD * IBC LL O O PSF T HB CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING --SEE - STATE of _ TOT.LD. 4 7.O PS]TYPE 0/A LEN. 1 2-8-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH ACOPY OF THIS 0 RID*Q " ouR.FAC. 1 .33 IN OILY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. N--TP • i T INSTITUTE. 9 NATIONAL SPECIFICATION F M C TTWICT N '//'//1 ....� SPACING 24-0" C o mn b: - 4 T 1291 T20 1COMMON w S T B THIS DWG. PREPARE FROM COMPUTER INPUT (LOADS 6 DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 12 N UPLIFT (LB): 320 220 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 12.38 :At Slider 2x4 SP 13: BLOCK LENGTH = 1.693' TRUSS DESIGNED FOR 100 MPH WIND, 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. DEFLECTION CRITERIA IS L/360 LIVE AND L1240 TOTAL LOAD. -------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. (+)=Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- xxx UPLIFT *x* I N** HANGER WNW H5 = -455i(Jacks Only) I HUS26 = + 27511 -12861(10d 1ply) MTS12 - -10001 I HUS26 - + 33151 -15501(15d 1ply) MTS12 = -20001(2 Each) I HHUS48 - + 42991 -16601(10d 2ply) MTT26B = -37861(2 Each) (10d)I HHUS48 = + 51801 -2000106d 2ply) MTT288 = -44551(2 Each) (16d)I HGUS48 = + 66401 -21991(10d 2ply) MST60 - -46881(Per 2ply) I HGUS48 - + 80001 -2650106d 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -3945#(16d 3ply) ----- ------------------------------------------- ------- 6'7" 6L i rE* FOR r•rn.-----it DETAILS 4X4 to tU v 7P 3X4 5X4 (E i) --r— 2X4 (Al) 4"5 0 17'6"12 1 .5X3 � 1 '4" 12.8" _I R=722# W=3"8 R=573# W=3"B TAG T224 SEQ: 90381 PLT TY DESIGN CRIT=TPI QTY 1 TOTAL = 1 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF (�2 *IMPORTANT'*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND - {� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN eM TC DL 7 •0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP BC DL 10•0 PSF ORWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED NITH PROPER BC LL 0 0 PSF THB TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORqCONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ T OT.LD. 4 7 •0 PSF O�A LEN. 12-8-O CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERIF SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 •33 [N pMLY, AND SHALL NOi BE RELIED UPON 1N ANY gTHEq WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. �" SPACING 24.0" c o mn --TP . T AT TIT T NO t 9 NAT A F CAT ON F N CONSTRUCTION ,�1,1 11,1TYPE Job: (5-1043) T 129 T GIRDER w/STUB 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. (1991 SBC) BOT CHORD 2x6 SP #i Dense UPLIFT (LB): B10 1210 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 12.38 TRUSS DESIGNED FOR 100 MPH WIND, 19.64 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- THIS GIRDER DESIGNED TO SUPPORT 17-06-00 SPAN HIPSET TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS WITH 07-00-00 SETBACK FRAMING TO BOTTOM CHORD FROM ONE SIDE. (+)-Gravity (-)=Uplift OPPOSITE SIDE SUPPORTS 00-00-00 JACKS. JACKS HAVE NO WEBS. --------------------------------------------------------------- *** UPLIFT x** I *** HANGER xx* A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. H5 = -455#(Jacks Only) I HUS26 - + 27510 -12860(10d (ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500(16d (ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT28B - -3786#(2 Each) (100 1 HHUS46 - + 5180# -2000#(16d 2ply) 3T 2 ,= -4455#(2 Each) (16d)l HGUS48 = + 6640# -2199#( Od 2ply) CS150 - -1650#(Each)Ply) I HGUS5.5- +11335# -3945#( 6d 3ply) ----- --------------------------------- -- --- 6-7" QC 1S'I-I��. � -------r .,.,..� DETAILS 5X6(R) to 1.5X3 1.5X3 fV Q 7 1 4X4 (91) 3X5(A 1) F 4 e 7�1�17'6"12 4_ X �- 1 '4" --1 12.8„ _I f� 7' 5.81, _I R=1259# W=3"8 # R=2667# W=3"8 1999 TAGT225 SEG: 90383 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF N IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND "%" S%I n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HTB-91 BY TPI. SEE THIS DESIGN -`VC� 1 ��i� TC DL 7 .0 PSF DATE 09/13/95 � FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE V ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER z5606 BC LL 0 -0 PSF T HB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD CONNECTORS PER DRAWINGS t30. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - T O T.LD. 47 .0 PSF 0/A LEN. 12-8-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �, O RID p Q P: DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING SEE ABOVE TYPE C O Rln W--TP - T PLAT INSTITUTE- NAT A AT FOR CONSTRUCTION ��. ,1+11 Job: (5-1043) LOT 129 T22 4' COMMON THIS DWG. PREPARED FROM COMPUTER INPUT L ADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 3.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED = 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- *** UPLIFT *** I *** HANGER *** H5 = -4550IJacks Only) I HUS26 = + 2751/ -1206#00d iply) MTS12 - -1000/ 1 HUS26 - + 3315# -1550#06d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299E -16600(10d 2ply) MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(16d 2ply) MTT28B = -44550(2 Each) (16d)I HGUS48 = + 66400 -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -2650#06d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 2' .T. 2' ---� 4X4 1 (n to 7 T 2X4(Ai) X4 (A I) �- 1 '4" �+— —4' 1 '4" R=287# W=3"8 R=2871 W=3"8 TAG = T38 SED: 90395 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1g TC DL 7 •0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF DRWG — _AAAG GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 8RACE0 WITH PROPER BC LL 0 •0 PSF THB TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CNORO CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE ST _ T 0 T.LD. 4 7 •O PSF D/A LEN. 4 O 0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPV OF THIS �' P= DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE Eµ`,�� W--TP " i AT T T T 9 NAi NA F IT FORCONSTRUCTION SPACING 24.0" TYPE CO mn Job' 5- 4 T 129 T22GE 4' DROP GE THIS DWG. PREPARED FROM COMP TER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT = 15.00 FT. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)Uplift --------------------------------------------------------------- WMW UPLIFT WMNf ( MY** HANGER *N* H5 = -455#(JackS Only) 1 HUS26 = + 2751# -1286#00d ipiy) MTS12 - -10000 1 HUS26 - + 3315# -1550#(16d 1ply) MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -1660000d 2ply) MTT288 = -37860(2 Each) (10d)I HHUS48 - + 5180# -2000#06d 2ply) MTT288 = -4455#(2 Each) (16d)I HGUS48 = + 6640# -2199#00d 2ply) MST60 = -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1 �7- 3X4 1'2'4 2X4 (D 1) X4 (01) J��4 m J�� 9 1y 4' R=18B# W=3"8 R=188# W=3"B TAG = T39 SED: 90397 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY = i TOTAL = 1 REV. 17.3s SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 09/13/95 TC LL 30 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN dhN 1 " TC OL 7 .0 PSF DATE 09/13/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 47 .0 1 0 .0 PSF THB CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.LO. 47 •0 PSF O/A LEN. 4-0-0 CONFORM W/APPLICABLE PROVISIONS OF NAS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. 1 •33 TN ONLY, AND SHALL NAT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.■--TP T AT I T T T NOS - 1 1 NAT N i AT F WO T TION , 1NN 11�T ` SPACING 24.0" TYPE spec Job: 5- 4 T T " HIPS 7'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N : T2 2x6 SP #2 N: BEARING BLOCKS: NAIL TYPE: 0.131x3.0 nails BOT CHORD 2x4 SP 02 N BRIG X-LOC #BLOCKS LENGTH/BLK NAILS/BLK WEBS 2x4 SP #3 1 12.333' 1 !2" 6 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD. DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH UPLIFT (LB): 430 1030 470 80 NAILS 9 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY BRG.LOC (FT): 0.00 12.33 25.71 ERECTION CONTRACTOR. TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT• WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #i HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING. --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10=Gravity (-)=Uplift --------------------------------------------------------------- SHIM ALL SUPPORTS TO SOLID BEARING. WxW UPLIFT Illy I XII II HANGER MWN H5 = -4550(Jacks (Inly) I HUS26 - + 2751# -12860(104 1plyl MTS12 - -1000# 1 HUS26 - + 3315# -15500(16d Iply) MTS12 - -2000#(2 Each) I HHUS48 = + 42990 -1660#(10d 2ply) MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20000(16d 2ply) MTT288 - -44550(2 Each) (16d)1 HGUS48 - + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 = + 8000# -2650#06d 2ply) CS150 = -1650#(Each) I HGUS5.5= +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 26' -I �- -- 7' } 12' -�- 7' 5X7 4x5 T2 X7 T ' 1 .5X3 (A) (A) 1 .5X3 v 3X4 X 4X X 4X5 12-4" -I-3X4 13q"8 J - -26' �- 7' --- 12' 7 ----1 R=822# W=3"8 -215# R=3279# W=3"8 -215# R=957# W=3"8 TAG = T10 SEG: 10257 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 1 TOTAL = 1 REV. 17.3q SCALE =0.2500 ALPINE ENrINEEPEO PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF *I MPO R T A N T*lE SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN dN TC DL 7 0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 2OGA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •O PSF DRWG AAN6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - - pTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL0 0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE .. TOT.LD. 47•0 PSF O/A LEN. 26-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F: DUR.FAC. 1 •33IN ONLT. ANO SMALL NOT BE PELNEO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, �" "--TP .T AT INSTITUTE. 91 NATIONAL DN F AT i CONSTRUCTION 11.1`` SPACING SEE ABOVE TYPE h 1 p S Job: 5-1 4 DT T7 26'0 HIP 9'0" THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 510 510 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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" D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)-Uplift --------------------------------------------------------------- NxN UPLIFT **x I MMN HANGER *Nx H5 = -455#(Jacks Only) I HUS26 - + 27511 -12860(10d iply) MTS12 - -10001 1 HUS26 - + 33151 -1550#06d iply) MTS12 - -2000#(2 Each) 1 HHUS4B - + 42991 -1660#(20d 2ply) MTT288 - -37860(2 Each) (1001 HHUS48 - + 51801 -2000#06d 2ply) MTT28B = -44550(2 Each) (1601 HGUS48 = + 6640# -21990(10d 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -26500(16d 2ply) CS150 = -1650#(Each) I HGUS5.5- +11335# -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 8 T� 9 4X5 X4 4X5 L0 XF,7 1.5X3 to 3X4 (A l) 3X4 (A 1)XX4 X �10' I--� 26' - -�- -� R=1326# W=3"8 R=1326# W=3"8 TAG = Til SED: 10259 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 17.3q SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC TRUSSES REQUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANr ARNING IM HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � � TC OL 7 •0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING.RE ` � f '� -ALPINE CONNECTORS ARE MADE OF FOGA GALV STEEL MEETING ASTM GUIREMENTS UNLESS OTHERWISE INDICATED. TOP - - BC DL 10•O PSF DRWG A446 GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 9 16OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LO. 47.0 PSF O/A LEN. 26-0-0 CONFORM%(APPLICABLE PROVISIONS OF IAS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE MIMI FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO IN ONLY, Aro SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F ' ' DUR.FAC. 1 .33 �E,,o" SPACING 24.0" TYPE HIPS ■--TP T AT N T 7 T NAT A F AT F R M T TI ''STI �IIRIT Job: 5-104 LOT T8 26'0" HIPS 11 '0" THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 500 500 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 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. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)=Gravity (-)=Uplift --------------------------------------------------------------- WWW UPLIFT WMW I WMM HANGER MMW H5 = -455#(Jacks Only) I HUS26 - + 2751/ -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) MTS12 = -2000#(2 Each) I HHUS48 - + 42990 -1660#(10d 2ply) MTT288 - -37860(2 Each) (1001 HHUS48 - + 5180# -2000#(16d 2ply) MTT288 = -44550(2 Each) 0 6d)l NGUS48 = + 6640# -2199#(10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 8000# -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4' _( 4X5 4X6 in Z<3X7 1 .5X3 1 co 3X4 (A 1) X4 (A 1) 510 X 3X4 �—�-�- 26' R=1326# W=3"8 R=1326# W=3"8 TAG = T13 SED: 10289 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 1 TOTAL = 1 REV. 17.3g SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEO)IRE EXTREME CARE 04/14/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AIADEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 11 ,, ITC DL 7 •0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST8811Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE " - ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5605 - 0 0 PSF MSK TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 47 .0 CONNECTORS PER DRAWINGS 130, 150 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF - TOT.LD. `+7 •0 PSF 0/A LEN. 26-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' ' F 0 RI�c,Q• DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`'��` --TP • T 9 AT NST T T • 199 NAT F A7 fCONSTRUCTION ''•�„ , SPACING 24.0" TYPE HIPS Job: 5-1 4 LOT T '0" COMMON THIS OWG. PREPARED FROM COMPUTER INPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFA. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 500 500 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 25.71 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT• WITH DEAD LOAD OF 5.00 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. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0-Gravity (-)-Uplift ------------------- ------------------------------------------- NNW UPLIFT xxx I WWW HANGER WWW H5 = -455#(Jacks Only) I HUS26 = + 2751# -12860(10d 1ply) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 4299# -1660#(Ioa 2ply) MTT28B - -37860(2 Each) (10d)I HHUS48 - + 5180# -20000(164 2ply) MTT288 = -4455#(2 Each) (164)1 HGUS48 = + 66400 -2199#004 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650#(164 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39450(164 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' .�. 13' --� 4X4 1.5X3 1.5X3 r-T `~ 7 D 1 3X4 (A1) X4 (A1) 10' 26' R=1326# W=3"8 R=1326# W=3"8 TAG = T14 SED: 10291 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 7 TOTAL = 7 REV. 17.3a SCALE =0.2500 t ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 04/14/95 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANpDEVIATION I" THIS DESIGN OR THESE SPECIFICAITONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN Y1,TT�� TC DL 7•0 PSF DATE 04/14/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC DL 10•0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 •0 PSF MSK CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEESTATE DF TQT.LD- 47 O PSF Q�A LEN. 26-O-O CONFORM W/APPLICABLE PROVISIONS OF NDS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TD THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 RSO P Q P: DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEE�'�.�� e--TP T 4T T T T T A F i F i T N ' 'ANTI TIT SPACING 24.0" T"yp COMN=:=j