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Permit 1579 Linkside Drive (vault) 1 ADDRESS BUILDING PERMIT NUMBER 169 INSPECTIONS: FOOTING p UNDER SLAB PLUMBING SLAB FRAMING COVER-UP INSULATION FINAL BUILDING_ CERTIFICATE OF OCCUPANCY /a-s -c7/' ELECTRICAL PERMIT # / L ? I INSPECTIONS ROUGH 12-2 -/U FINAL //- ;zo C/J MECHANICAL PERMIT # /(? PLUMBING PERMIT # _ A)Lo NOTES: ri7Y AF ATIuA.0 iiC vEiiCH ' #y DEPARTMENT OF BUILDING 800 SEMNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5828-FAX: 247-5877 J. Pe .q1 Permit Number. 19428 Address: 1579 LINKSIDE DRIVE Permit Type: WELL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Logs): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est Value: Pard Number. Improv. Cost: r, c Date Issued: 1/07/2000 Name: RI CIALDELLI, BOB Total Fees: 10.00 Address: 1579 LINKSIDE DRIVE Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Daft Paid: 1/0712000 Phone: 000 OOO-0000 Work Desc: W LL r L.N. WILLIAMS PERMIT „10.00 p NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL; RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C !18 14 C Date: 1/87/88 81 Receipt. U24694 A IC BEAC BUILDING D CMH 88883221888 FTT; $1().n0 APPLICATION FOR WELL PER�ET CITY OF ATLANTIC BEACH PROPERTY (MER // name:�-2Q Y1 l C.ICL ��'/'tel Day Ptumers(4 Address --;;,2 � ,(41 ✓lel �� zip "77233 APPLICANT, IF OTHER THAN OWi M Name: �' Phone Address: 5< S�� Zip y 33 JOB Andress or Location:Z 14—7 9 �/�(//E'e-—/Z= Legal Description: Is well to be used for drinking purposes?., 116 Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the perid.tted well for drinking purposes, mist first obtain a bacteriological test report from.the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said- report aidreport is on file with the building department. Department Notes: I agree to cagily with regulations stated herein: gmcure Date ��#.. CITY OF ATLANTIC BEACH mss;\ 800 SEMINOLE ROAD -+ -� ATLANTIC BEACH,FL 32233 INSPECTION PHONE_ LINE 247-5826 INSPECTION EMAIL REQUEST: J t 1} Building-dePtcaa- us Application Number . . . . . 07-00001613 Date 12/05/07 Property Address . . . . . . 1579 LINKSIDE DR Application type description FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 ---------------------------------------------------------------------------- Application desc INSTALL 6" FENCE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RICCARDELLI, ROBERT OUTBACK FENCE & DECK INC 1556 SOUTH STATE RD 53 ATLANTIC BEACH FL 32233 MADISON FL 32340 ---------------------------------------------------------------------------- Permit . . . . . . FENCE PERMIT Additional desc . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/02/08 ---------------------------------------------------------------------------- Special Notes and Comments *ALL FENCES OR ENCLOSURES OF LAND SHALL BE SUBSTANTIALLY CONSTRUCTED. *SCHEDULE FINAL INSPECTION ONCE FENCE HAS BEEN COMPLETED. PERMIT AND APPROVED SURVEY MUST BE AVAILABLE FOR FINAL INSPECTION. *EMAIL INSPECTION REQUESTS TO BUILDING-DEPT@COAB.US ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 .00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH +. PERMIT J BIDING / ZONING DEPARTMENT (CATION #S 000 Seminole Road Atlantic Beach,Florida 32233 ( / (`304)247-5000 (904)247-5845 Fax www.coaU.us APPLICATION TRACKING FORM P,RQVIRED DEPT: CA N PLANNING Property Address. 0l.��JC �i Ili( Z BUILDING I' = Y PUBLIC WORKS Applicant: ��T,�a �i nC�j �� O Vf@PUBLIC UTILITIES E DEPT. Project: Y 9d PUBLIC SAFETY w APPROVAL U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z UJ Y N D.E.P HUFSTETLER C� Y N S.J.R.W.M. CARPER w Y N ARMY CORPS of ENG CARPER O Y N I HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INI AL: TE: ® ® 1 ST REV PLANNING ® ® 2ND REV BUILDIN/ PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ® 3RD REV Return this Eosin to the Building Department once you have entered your comments into the AS400. CITY OF ATLANTIC BEACH _ sr1 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08 I I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BU ILDING-DEPT@COAB.US ..... BUILDING PERMIT APPLICATION DUVAL COUNTY t.,lOB �t+ES,',t H �x`�'9i�,itllMOW'- r'.x.:."i�d�� S 121; J2,t Atlantic Beach, FL 32233 1edO OLAS$ 11t "i �i' "`' �. 7' 6i, ,� 1l 6r1 .a '.,r'�,..:; ❑NEW BUILDING ❑DEMOLITION RTRESIDENTIAL LOT_BLOCK_SUB DIVISION ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL DESCRIf?11 35„, it .r ,'I I)iyl iS'. 11 -FTALTERATION ❑ACCESSORY BLDG. ikf., Pf?HM_fL I)G NtGl A4oo t"' � O x �_ �e 13 REPAIR 11PO A 13 YES ❑N/A /c/ '✓ ❑MOVE THER 11NO ec RTY O ER `i' NZITOR ,IIOVI; 9NGINt:ER 9.NAME: 15.COMPANY NAME: 23.COMPANY NAME: 2(C 6 I,4 AOf f=L- - ! �' �p 5J 16. AME: 24.LICENSEE NAME: /J�r T �G C4 zZ 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: i2-G ��5�� T 26.ADDRESS: 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 0`f �4'6-vl p�13.CELL PHONE �/ 211...CELL PHONE: 29.CELL PHONE: / 77 %Ut-h -S O C Lt-6 5 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: ,. 9 9 �)I�yr a tr ,id _'r �,�' i� s,Fl; i , 'i) �i. ,., i�iP.a.x .,bitil( ,hili "r' i� } � '' ��,�� 4 M ...p ��ii ,.�._ ,. .n h��, �" ". ,r,i.. s, n. m� r�= ' � 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 136.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. > WARNING TO OWNER: > YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. x �l$ �Ra}zt i � a i e i � .k pili,°: Signed• • ate: //Lp Q Signed ate: Befo e m i ay ofOml�f 2007 in the county of Before me this day 2007 in the county of Duval,State of Florida,has personally appeared Duv State of Florida, onally appeared I;�Y-I' j , nom„-�p l�t 1� r1u,K111145- herin by himself/herself and a Iff rms that all statements and declarations are herin b himself/herself and affirms that all statements and declarations are true and accurate. true and accurate. (, Notary Public at Large,State of 7 �- County of U Y al Notary Public at Large,St - County of Ilse - 11 Personally Known ❑Pe pally Known _/I f Al duced Identification- roduced entificati !� Notary Signature: Notary Signa e: • 8111111111111111 d FbrBM ;`µr SHIRLEY L G . ;xpiree Feb 28,2010 ,;� � Notary Puhk-Slate 0 . Commill"8 DD SMIM •: '• My Commission Expires Feb 14,2010 COAB FORM BLD 1: :11/t d By NWOW Am. '�. a° Commission 8 DD 518533 ° �' Bonded By National Notary Assn, CITY Off'ATLANTIC BEACH aPERMIT BURMING/ZONING DEPARTMENT ICATION# 800 Seminole Road. Atlantic Beach,Florida 32233 / (904)247-5500 (904)247-5545 Fax www.coab.us APPLICATION TRACKING FORM BROVIRED DEPT: N PLANNING Property Address. 1"�q r`,/'/�iC��i�. z tv BUILDING j�l j�/% (� ,On �^ t> = Y PUBLIC WORKS Applicant: t JI��iV VC(il\, �C (!L V G �J�✓ � Y tQ PUBLIC UTILITIES FIR Project: - -� t � `I iL� ��(. �J Y N PUBLIC DE -APPROVAL w v o REQUIRED AGENCY: RECEIVED BY: I ATE LUM Y N D.E.P HUFSTETLER <w Y N S.J.R.W.M. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP BY: INITIAL: D ❑ ❑ IST REV ❑ I.ANNlN BUILDING ❑ ® 2ND REV ❑ ❑ PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY ® ❑ 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. r1,(or G is TO cera GnlfIWNLY R/ s .t-f (V f Qs,y I 2•0 CF t2e r 1" OT.TP oam a gtta CH" _ f � T F 4 T1. Z 1 T �S T16 T7 3 I Tip n T19TVI a .J..--- Tq To V gya T21 Co ,,, t` r �pO o T h � O A T3 4,, te1:� o z v lk 0. �3 ROOF FRAMING PLAN o NOT TO SCALE SHEET 2 F2 /5*79 L/•v,ItZ-.S �.�. �o m � C 44 O � 'y n ,y y O a � r, o � o LA DESIGNER �"'� ar ��yn�� HOLMES L UMBER m areJQ�S 12 -94 _ O��" TRUSS CO. PRS'' suOMaetAcc LJS-- _ �O 6550 ROOSEVELT BLVD. JACNSONVRIE, FL 12244 PHONE 904 772-8100 FAX 904) 772-1971 J 4- T T HIP 7 THIS DWG. 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 (LB): 950 940 WEBS 2x4 SP 03 BRG LOC (FT): 0.00 20.71 TRUSTS OESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND ' WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- - 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 --------------------------------------------------------------- NNN UPLIFT WNW I NNN HANGER NMR H5 455#(Jacks Only) I HUS26 - + 2751! -12861 fOd 101y MTS12 -1000# 1 HUS26 - + 3315! -1550! 16tl 10 Y� NTS12 -2000#(2 Each) I HHUS48 + 42990 -16601 "' 2ply) MTT288 - -3786#(2 Each) (10d) HHUS48 • + 5180: -2000! 16d 2ply) T MTT28B - -4455112 Each) (160) HGUS4B - + 6640# -21991 fOd 2ply) MST60 -4688t1Per 2ply) HGUS48 + 8000# -26501 16d 2ply) CS150 1650t(Each) I HGUS5.5- +11335# -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' 4X8 1.5X34 8 m • 1 .5X3 1.5X3 6 v m 4X5(A2) 4X5(A2) 4 X 3X7 3X4- 8 21 ' 1--2' -�• 21 ' -�- 2' _7' 7 7 i R-2105# W-3"8 578# 5780 R=2105# W=3"8 ( 4 i ITA Gg T1 SED: 68524 'P T. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 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 AMY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �1��t"'B ��iTC DL 7 .0 PSF DATE 12101194 FAILURE TO GUILD THE TRUSS IN CONFORMANCE WITH OSTeG BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SRACSNO RE - , v E ALPINE CONNECTORS ARE NAGE OF MA DALY.I tEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG MM CA a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED NIT"PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 47.0 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 S )GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE 1, T O T.LD. 4 7•0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PNOPER 0 qI0* P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F ? � DUR.FAC, 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IAIEE ' I, SPACING SEE ABOVE ITYPE 1')1 p 5 0--TPI TINSTITUTE, NA7 A N SPECIFICATION F CONSTRUCTION ''N NN ,N�N��, 4- T T HIP THI OWG. PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2z4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 570 570 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)=Uplift ------------------- ---------------------------------------- mm* UPLIFT MMM 1 MMM HANGER MMM H5 - -455#(Jacks Only) 1 HUS26 + 2751: -12860(10d 1ply) MTS12 - -1000# 1 HUS26 + 33151 -1550f(16d 1ply) MTS12 - -20000(2 Each) I HHUS48 + 42991 -1660f(i0d 2ply) MTT288 - -3786:t2 Eacn) (10d)l HHUS4B - + 51800 -2000f1 16d 2plyl)) MTT288 - -44550(2 EaCh) (16tl HGUS48 + 66401 -21990(100 2ply s MST60 46880 Per 2ply) HGUS48 - + 80000 -26500(16d 2ply CS150 - -16500 Each) HGUS5.5- +11335# -3945#(1671 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �_g. -----�-- 3' 9 4X6 AX5(R) T m = 1.5X3 1.5X3 � 6 p 3X4 (A i) X4 (A S) e' X 21 ' J �_2' 21 ' _L 2' R=1140# W=3"8 R=1140# W=3"8 r• ' u TA GG T22 SEG: 68526 P T. TVP.-ALP N DESIGN CRIT-TPI OTY 1 TOTAL - i REV, 17.2m SCALE x0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES rEOUIRE EXTREME CATS 12101194 TC LL 30 .0 PSF REF t �(*IMPORTANT**SHALL NOT tE FWSM616LF FOR ANT ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �I'""' �T��i� TC DL 7 •0 PSF DATE 12101/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , � �ALPINE CONNECTOR$ARE NAGE OF 200A BALM.,STEEL MEETING ASTN OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A416 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL TE LATERALLY aRACEO WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130. 130 i 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.L D. 47.0 PSF 0/A LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS D TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE V/1/911 FOR PROPER D R10� P•` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DHWMALL APPLICATION. FURNISH A COPY OF THIS Q �� OUR.FAC C. 1 .33 IN ONLY. AND SHALL NOT BE gEXIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ,��F INEEa`�,.` SPACING 24.0" TYPE hips •--TPI - TPUSS PLATE 14STITUTE- NATIONAL DESIGN SPECIFICATIONFOR WOOD CONSTRUCTION 4- T TLITEATTIC 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. SOT CHORD 2x6 SP #2 N UPLIFT (LB): 670 670 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 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 SPECIAL LOADS MNN UPLIFTNNN MNN HANGER NNN -------------------------------------------------- H5 455t(JaN. Only) HUS26 - + 275(/ -12860(100 Sply) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 - -1000# 1 HUS26 - + 3315: -15500(160 1ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000(2 Each) I HHUS48 - + 42991 -16600(100 2ply) BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT28B - -3786!(2 Each) (100)1 HHUS48 - + 51800 -2000!(160 2Ply) BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT28B - -44550(2 Each) (160) HGUS48 - + 6540: -21990(100 2PIY MST60 - -46880(Per 2ply) I HGUS48 - + 80000 -26500(160 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply ------------------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS — 10'6" 10 '6" -� 4X5 (R) m 1.5X3 1.5X3 !` 6 v Lrl 3X5(A 1) X5(A i) 4X Xe 21 ' 21 , _1_ 2 R=1526# W=3"8 R=1527# W=3"8 4 'PLgg 3g SEG: 68528 T.- TYP.- ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPOR T AN T X X SHALL NOT BE RESPONSIBLE FGR ANYWARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HTB-91 BY TPI. SEE THIS DESIGN d"' V " ' TC DL 7 .0 PSF DATE 12/01/94 \V 11\ FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - •1 �+ALPINE CGNNECTOR9 ARE MADE OF 20GA GALV.,N[EEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOPBC OL 10 •0 PSF DRWG A41a GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER BC LL 0•0 PSFRAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD _CONNECTORS PER DRAWINGS 130. 150 S 16CA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - - TOT.LD. 47 •0 PSF O/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPERSEAL ON TMIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �� DUR.FAC. i -33 IMONNIV ANDBNMLI MOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO TINE TRUSS ERECTION CONTRACTOR. �� SPACING 24.O" c o mn M--P AT i T NAT NA F AT T T ��N �� —+TYPE 1 (4-3611) T T4LITEATTIC THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) UBMITTE Y TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 02 N UPLIFT (LB): 680 520 NESS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS NNN UPLIFTNNM NNN HANGER WNN ---------------------------------------------- H5 - -4550(JBCks Only) HUS26 - + 2751# -1286f00d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTSt2 - -10000 i HUS26 - + 33150 -15500(16d 1ply 8C - From 20 PLF at 0.00 to 20 PLF at 5.57 MTS12 - -20000`(2 Each))j (( I HHUSAB - + 42990 -16600(1104 2ply BC - From 120 PPLF et 1'3.33 to 120 PPLLF at 21.00 MTT288 - 4455 0(2 Each) (f6dlj HHG 548 - + 66400 -21990(10e 2ply g MST60 - -46880((Per 2p1y) HGUS48 + 80000 -26501 164 2ply CS150 - -16501 Each) HGUS5.5- +ii3350 739450116d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 10'6" 10'6" 4X5(R) m 1.5X3 1.5X3 ^ 6v 3X5(At) X5 (A 1) 3 X X6 M - 8 21 21 . J (R-1536* W=3"8 R=1364# W=3"8 N M TAY TR SED: 68530 PL TY .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG — — A4M OR a EXCEPT AS NOTED. APPLY C0IMECTORB'TO EACH FACE OF CHORD SMALL 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 R A G CONNECTORS PER DRAWINGS 130. 150 C I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF = T D T.LD. 47 .0 PSF 0/A LEN. 2 1 0 0 CONFORM*/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 0AIO ON SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q 1� r�R,FAC. 1 .3 3 IN ONLY. AND SHALL NOT RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. WEEP`'.1' SPACING 24.0" c o mn i a--TPI -T ATINSTITUTE. NATIONAL SPECIFICATION fCONSTRUCTION '�N// 4,""' TYPE 4— T TLITEATTIC SR 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. 80T CHORD 2x6 SP /2 N UPLIFT (1.8): 670 510 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CANER 3/8' AT MIOSPAN BETWEEN BEARINGS. ENCLOSED-OR-FULLY OPEN BUILDING (1991 SBC) -------- -- --------------------------------------------------- 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 --------------------------------------------------------------- SPECIAL LOADS MWM UPLIFT **N I MMM HANGER WWM -------------------------------------------------- H5 - -455:(Jacks Only) I HUS26 - + 2751: -1286#00d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 20.71 MTS12 - -1000/ 1 HUS26 - + 3315/ -155000 6d 1ply BC - From 20 PLF at 0.00 t0 20 PLF at 5.67 MTS12 - -2000:12 Each) I HHUS48 - + 4299: -16600 000 2ply BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -3786:12 Each (10d) HHUS48 - + 51801 -20007((16d 2ply)) w BC - From 20 PLF et 15.33 to 20 PLF at 21.00 MTT288 - -4455:(2 Each) Mal HGUS48 - + 6640: -2199:1104 2ply) MST60 - -4688:(Per 2ply) HGUS48 - + 80001 -26501(16d 2ply) CS150 - -16500 Each) HGUS5.5: +11335: -3945:(16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS i i l l 10'6" •�� 10'2"8 4X5(R) i 1.5X3 1.5X3 6v to li 3X5(A 1) X5 (A l) 5-718. 3Xb 4X X 20*8" 8 R=1520# W=3"8 R=1353# W=3" r• TAY Tgg5 SED: 68624 P T TYP.-A PIN DESIGN CRIT-TPI OTY i TOTAL i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (n�2 X I MPOR T AN T N N SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND ^ 1\\\7vn DEVIATION FROM THIS DESIGN OR HESE SPECIFICATIONS, M1 ANY BRACING. SEE H18-9f BY TPI, SEE THIS DESIGN �TVc, '�., - TC DL 7 .0 PSF DATE 12/01/94 \`vvN_Av\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT GRACING q ` O� ALPINE CONNECTORS APE MADE OF 200A GALV.,STEEL MEETING ASTM OUIREMENIS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - O O PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIG, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LO. 47 .0 PSF D A LEN. 20-B-8 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPEq 0 RIO* ` SEA.ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ., �. Q"�� DUR.FAC. 1 .33 IN OILY, AIO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ��, /NEEP W--P -T INSTITUTE. NAT A N F Ai F M T T N 'R Ir �UII��`` SPACING 24.0" TYPE comn Jo — T T6 a7-0TRAY HIP TH S DWG. PREPARED FROM COMPUTER INPUT__(LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT LB): 600 770 480 WEBS 2x4 SP 03 SRG.LOC �FT): 0.00 20.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING DR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED DR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS CONTRACTORS WARNING: (+)_Gravity (-)-Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT Nxx i WNN HANGER NWN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) i HUS26 - + 27510 -1286#(10d 1ply)) MTS12 - -1000# 1 HUS26 - + 33150 --1550#(16d 1ply) MTS12 - -20000(2 Each))) (( ))I HMS48 - + 4299# 1660# 10d 2ply1) MTT288 - -4455# 2 Each) (16d)l HHUS48 - + 5180# 2 t6d 2plHGUS48 - + 66400 -2 99/ 10d 2plyj s MST60 - -46880 Per 2ply) HGUS48 - + 80000 -2650#116d 2ply) CS150 - -1650# Each) HGUS5.5- +113350 -3945#116d 3ply ------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS k -17'8" 8'8" -� 5X53X4 1.5X3 3X4 5X5 m 6 P- 1.5X3 1.5X3 L0 X5 (Afl fig, =3X5(A 1) X X 4 3X7 5X4 i —20'8" 16'4" �N 37' N� R=1132# W=3"8 R=1709# W=3"8 R=942# W=3"8 a TAYT11 SED: 68620 IPL . fTYP.-ALPIN DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF (�2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FDI ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN DI THESE SPECIFICATIONS. DI ANY BRACING. SEE HtB-91 BY TPI. SEE THIS DESIGN 'us" �� TC DL 7 .0 PSF DATE 12/01/94 FAtLIME TO BUILD THE TRUSS IN CONFORMANCE WITH OST&S BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA QALY—STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTOR TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 730. 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE of _ T 0 T.L D. 47 .0 PSF 0/A LEN. 37-0-0 HNPROPER CONFORM M/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PPER 0 RIOT P.` SEK ON THIS GRAVING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q �� DUR.FAC. 1 .33 IN ONLY, AND SWILL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. rIJEE *--TPI T T t T NATIONAL C F AT FOR WOGO__QtjTA T ��H/i H��`` SPACING 24.0" TYPE spec (4-3612) T T7 37'0 TRAY HIP THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LBI: 560 800 440 WEBS 2x4 SP 03 BRG.LOC (FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN 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 MMM UPLIFT MMM MMM HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -4550(Jacks Only) 1 HUS26 2751/ 12860(10d 1PIy) MTS12 - -10000 1 HUS26 - + 33150 -1550#06d 1ply) MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660#00d 201y) MTT288 - -3786#(2 Each 10d) HHUS48 - + 51800 -2000#(i6d 2ply) MTT28B = -4455#(2 Each (1601 HGUS48 + 66401 -2199/1100 2ply MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -2650#(160 2ply CS150 - -16500-Each) HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS ----12'8" -�- 13'8" •�- i 0'8" •1 5 3X4 1.5X3X6 m 3X4 tiX3 6P- to v to X5 (A 1) 3X5( A fl X L�g ItU 375 3 X7 5XVX4 20' 118 -}� 16'0"8 -� �N 37' R-10800 W=3"8 R=1843# W=3" R=861# W=3"8 r, M PLA? s 2p SED: 68622 T Ty ALPINE DESIGN CRIT-TPI OTY i TOTAL 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUTAE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE TH15 DESIGN ��i�Vc�' �T�i�� T C DL 7 0 PSF DATE 12/01/94 FAILURE TO allILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M ALPINE CONNECTORS ARE MADE OF 20CA GALY.,SdEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL i0 O PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER - 5606 - BC LL 0.0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47 .0 PSF D/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OP NOS G 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 `( ,.�Q �� DUR R.FAC. 1 .33 IM ONLY. A/0 9NHALL IAT BE REL NEO UPON IN ANY OTHER MAY. DESIGN TO TIE TiW75S ERECTION CONTRACTOR. INEEVr", •--P - i i i T NATIONAL GN SPECIFICATION F M T T N ''��Ii� It�iSPACING 24.0" T YPE spec Job: 14-3611) T TS 37*0TRAY-HIP THIS W PREPARED FROM-COMPUTER INPUT (LOADS 6 DIMENSIONS1 SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP #2 N UPLIFT IL81: 540 830 420 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBCI 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ------(+)_Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ------------- --------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NKx UPLIFT KNN i NNW HANGER NNN H5 - -455#(Jacks Only) I HUS26 + 27510 -1286#(10d !ply) CONTRACTORS WARNING: MTS12 - -1000# II HUS26 + 33150 -1550#(I6d IN Y) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) 1 HHUS48 + 42990 -1660#(10d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786#(2 Each) (10d)! HHUS48 + 51800 -2000#06d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455#(2 Each) (16011 HGUS48 " + 66400 -21990(100 2ply) MST60 - -46880(Per 2ply) HGUS48 + 8000# -2650#1164 2ply) I CSI50 - -1650#(E ch HGUS5.5- +113350 -3945#(160 301y) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS + 98" 5X6 PX3 5X6 T m 3X4 1 .5X3 ;D 6 p \\\(AA) (A) X5 (A 1) 3X5(At) X 9 =3I.5X3 X X4 L �-- 20' 11"B __ �� - - 16'0"8 _I 37' - -N� R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 I , TAc = Tgg4 SEQ: 68601 PLT. TVP.-ALPINE DESIGN CRIT-TPI QTY - i TOTAL i REV• 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12101194 T C LL 30 .0 PSF REF *IMPORT ANT 4E*SHALL NOT 9E RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HID-91 9Y TPI. SEE THIS DESIGN •T ' ��i� TC OL 7 .0 PSF DATE 12101194 FAILURE TO BUILD TIME TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 2ODA OALV.,$TEEL MEETING AST* OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - BC OL 10.0 PSF ORWG 0 A448 CA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 YAMS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHDRO N - BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 9 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T O T.L D. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICASLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER 0 RLOY' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q I� OUR,FAC. 1 .33 IM ONLY, AND SHALL 1Ai BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR, SPACING 24.0" TYPE spec •--TP • 7INSTITUTE-- NAT i FCONSTRUCTION ''��NMM i�•M•••• J (4-36 T T 7' TRAY H P 4' THIS DWG PREPARED FROM COMPUTER INPUT LOADS G DIMENSIONS 5 MITTEO Y TRUSS MFR. TOP CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 520 870 390 WEBS 2x4 SP 03 BRG.LOC (FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS Q 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. 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. *WW UPLIFT WWM WWW HANGER MWW H5 455#(Jacks Only) I HUS26 - + 2751/ -1286#(fOd 1ply CONTRACTORS WARNING: MTS12 - -1000/ 1 HUS26 - + 3315• -1550#06d 1plyl THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 4299E -1660/116d SOB 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -37860(2 Each) (10d)I HHUS48 - + 51800 -2000116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -44550(2 Each)1) (16d) HGUS48 - + 66400 -2199# 10d 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -2650# 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +ii335# -3945# 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- 16'8" -- 1 -5-13- 6 ---{- 14'8" 5X61.5X3 3X4 m 3X5 1.5X3 m (A)1.5Xm 6pp- X5(A 1) _3X5(At) T 3X4 3X4 3X5 3X4 20' 11"8 16'0"8 --� 37' to R=1061# W=3"8 R=1887# W=3" R=836# W=3"8 T ' TA? T05 SED: 68603 IP TY •-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL i REV, 17.2m SCALE =0. 1667 tALPINE ENGINEERED PRODUCTS. INC. TRUSSES DEWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF **I MPOR T AN T x x SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANf BRACING. SEE NIO-91 BY TPI. SEE THIS DESIGN � TC DL 7 O PSF OATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONECTOR$ARE MADE OF 200A GALV.,STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP _ BC DL10 0 PSF DRWG MAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TTXSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ W _ BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS t30, 150 G 160A-F. DESIGN STANDARDS MTTN PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _11 T 0 T.L D. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C Q R10 N, SEAL TNN THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �� . Q � DUR.FAC. 1 .33 IN ONLY, AND SWILL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IA/Etr`-��' SPACING 24.0" T ypE spec "--P -T Af T T T NAT A GN AT F T T N '11111 1111��' 4— T T10 37'0RAY HIP ---THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS 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): 490 910 360 WEBS 2x4 SP /3 BRG.LDC FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD: WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS W-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT WNW I NMN HANGER NNx H5 -455/(Jacks Only) I HUS26 + 2751/ -1286#(10d 1ply) CONTRACTORS WARNING: MTS12 - -1000/ I HUS26 + 33151 -15500(16d 1plyl) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MT912 - -20004 2 Each ( )( HHUS48 - + 4299! -16600110d 2plyj) AT INSTALLATIOONLTOAENSURE THAT SRTCRUSS IS ERECTED DURING PERLY. MTT28B • -4455/ 2 Each (16dll HGUS48 � + 66400 -2199�l1{{10d 2ply) MST60 46880 Per 2ply) HGUS48 + 80000 -26500 16d 2ply) CS150 - -16500 Eachl HGUS5.5- +113350 -39450 16d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (• 18'8" _I_D_ 16'8" _I 5X5 5X5 (R) 3X4 3X4 m 3X5 3X5 m A (A) 1.5X3 1.5X3 (A) 6v li X5(A1) 9' 3X5(A i) X4 2X4 3X5 5X4 JX7 �---- 20' 11"8 -1 16'0"8 P �N�•--- — 1818, --�•-N-►�----- 16'0"8 37' -� R-1045# W-3"8 R=194118 W=3" R=798TH W=3"8 R TAG a T06 SEO: 68608 PLT. TY .—ALPINE DESIGN CRIT-TPI QTY - i TOTAL - 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t **IMPORTANT)()(SMALL NAT 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 �TRA TC DL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OS1Ba aY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �ALPINE CONNECTORS ARE MADE OF 20GA GALY:91EEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TUR - BC DL 10 •0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - O .O PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON ?HIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL •� CONNECTORS PER DRAWINGS 13D. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING-- SEE STATE OF _ TOT.LD. 47 0 PSF OSA LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE 11/1/91) FOR PROPER d R1�A p•` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TH19 �' Q � DUR.FAC. 1 •33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTNER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .--TP .T T T T NATIONAL SPECIFICATION F CONSTRUCTION �„ SPACING 24.0" TYPE spec I b' 4- SP #2 N T T 7` TRAY MM N THISOW PREPARED FROMCOMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED Y TRUSSMFR, TOP CHORD 2x4 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT [LB1: 500 910 360 WEBS 2x4 SP #3 BRG.LOC fTl): 0.00 20.71 36.71 , UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH (+)-Gravity (-1-Uplift 80 NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. NNN UPLIFT NNx I NNW HANGER NNW H5 = -455/(Jacks Only) I HUS26 + 2751# -1286!(100 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 = -1000# I HUS26 + 3315# -15500(160 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -2000#(2 Each) I MHUS48 + 42990 -1660#(100 2pIY) MTT288 - -3786#(2 Each (100) HHUS48 - + 5180# -2000#(160 2ply) CONTRACTORS WARNING: MTT28B = -4455#(2 Each (160) HGUS48 + 6640# -21990000 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 - -4688#(Per 2ply) I HGUS48 - + 80000 -2650/(160 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 -1650#(Each) I HGUS5.5- +113350 -3945#1160 3p Y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" —} 17'6" - 5X5 1.5X3 1.5X3 X4 m 3X5 (A) X5 1.5X3 0 1.5X3 6 X5(A 1) 9, 3X5(A 1) X =3 M - T . X X 3X3 I-- —20 10"4 -� 16' 1" 12 I�N 37' R=10630 W=3"8 R=1881# W=3"8 R=839# W=3"8 r TAY Tii8 SED: 68547 P 7 TY .-ALPINE DESIGN CRIT=TPI OTY i TOTAL - i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t XIMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN -eSTATE TC DL 7 •0 PSF DATE 12/01/94 FAILtR1E TO BUILD TIE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 200A GALV.^31FEL MEETING ASTM GUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF DRWG — _ A446 GR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHARD BC LL CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE TOT.LO. `'�7 •0 PSF 0/A LEN. 37 O 0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/91) FOR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 •33 M ONLY, AND SHALL NOT K RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� SPACING 24.0" TYPE spec _--P • T T T T NAT A GN F AT F T i N 011.0t�� 4— T T 13-3-8 R Y H PM 7 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. BOT CHORD 2x4 SP 02 N UPLIFT 11.81: 590 610 WEBS 2x4 SP 03 BRG.LOC FT : 0.00 13.04 TRUSS DESIGNED FOR 100.00 MPH WINO. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REGUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. -(+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------------------ --------------------------------- Mxx UPLIFT *No 1 WWW HANGER WWW H5 - -455/(Jacks Only) ( HUS26 - + 27Sit -12860(10d 1ply NTS12 - -1000/ 1 MUS26 - + 3315/ -15500(164 1pIy MTS12 - -2000#(2 Each) ) HHUS48 - + 4299/ -1660/(lOd 2plyllllll MTT288 - -3786#(2 Each ((10tl HHUS48 - + 51800 -2000#(16d 2ply MTT288 - -4455#(((2 Each) (16a)� HGUS48 - + 6640# -2199/(100 2ply) F MSTCSISO - -16500(EachPer jply) HGUS5 5- +11335# -3OOOP 9450 16d 3ply) ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1338 7 + 6.3..8 — —J 4X5(A) 3X5 1.5,(3 3X4 =m 1tl o o - '" 617 fv 2X7(A 1) 1. 1—�1} 4'3 1 a 3 5X5 -_2' ---�---4'3"8 9 13'3"8 �• 7 -- 6 3 8 R-1255# W=3"8 578# - R=1422# W=3" gg ii r TA? T49 DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE68053750 ALPINE ENGINEERED PRODUCTS, INC. 'PUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT*X SMALL 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 �%�'US' E��i� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTOS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE _ , ALPINE CONNECTORS APE MADE OF 200A GALV,.6TEEL MEETING ASTM OUIREMEMtS. UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF DRWG O A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTOIS 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•O PSF RAG CONNECTORS PER DRAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.LD. 47.O PSF (]/A LEN. 13-3-8 CONFORM M/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/1/911 FOR PROPER ' OR P: SEAL ON'NIS DRAWING APPLIES f0 il#COMPONENT DEPICTED HERE DRYWALL APPLICATION. NRNISH A COPY OF THIS � F. Q � R.FAC. 1 .33 IN ONLY, AND$HALL NOT K RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. .__YP t T T T NATIONAL SPECIFICATION CONSTRUCTION N„ SEE ABOVE TYPE spec 4- i T T13 37*0TRAY HIP 7 THIS DWG PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 12 N :T2 2x4 SP 01 N: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 'T3 2x4 SP #i Dense: UPLIFT (LB): 430 910 860 BOT CHORD 2x4 SP 02 N BRG.LOC (FT): 0.00 13.04 36.71 WEBS 2x4 SP 03 :W6 2x4 SP'02 M UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.131x3.0_p_nails --------------------+--------Y--------------------------------- BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ) 1 13.042' 1 14' 11 (0-Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------------------------------------- BEARING BLOCK TO BE SAME SPECIES, SIZE C GRADE AS CHORD. NNN UPLIFT NNN I NxN HANGER NNN H5 - -455#(Jacks Only) 1 HUS26 - + 27510 -12860(fOd 1ply) (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH MTS12 - -1000# I HUS26 - + 33151 -15500116d 1ply) So NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -20001(2 Each) I HHUS48 - + 42991 -1660#00d 2ply) ERECTION CONTRACTOR. MTT288 - -3786#(2 Each) ((10d i HHUS48 - + 5180# -20000(16d 2ply MTT288 - -44550(2 Each) (16d�1 HGUS48 + 6640# -2 too 2ply A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 - -4688# Per 2ply) HGUS48 + BOOOI -2650#1160 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -16501 Each) HGUS5.5- +11335# -39451(160 3ply) --------------------------------------------------------------- CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS OE51SNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33• TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 SC - From 20 PLF at 0.00 to 20 PLF at 13.33 SC - From 45 PLF at 13.33 to 45 PLF at 30.00 SC - From 20 PLF at 30.00 to 20 PLF at 37.00 BC - 579 LB Concentrated Load at 30.00 37' _I 1.5X3 �---9' 21 ' 7' --� T 5X6 4X T2 X 4X4 X7 I} 6 p 3X4 W6 1.5X3 4.10.3 4X5 W) 13 3 (A!, �9' 1' X4 4 Xi 4X X4 X4 1' 8' J_ X5 -13'4" - -23'8" m "'---Q--� 32 8 8 �- 37' �-- - 30' --}---7 ,N. w R=210# W=3"8 R=3938# W=3"8 R=2080# W=3"8 PLTA? T220 SED: 66555 T. TY .-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV, 17.2m SCALE -0. 1018 - - ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIHE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF (�2X*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS OESION OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[B-Bf BY TPI. SEE THIS DESIGN .�1'tUS' E''.� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - v - O\\\\\vV' ALPINE CONNECTORS ARE MADE OF 20<iA GAL1fi¢TEEL MEETING ASTM a1IREMENTS. UNLESS OTHERWISE INDICATED. TDP - BC DL 10.0 PSF DRWG A440 GR a EXCEPT AS NOTED. APPLY CONNECTOg9 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, 001"CHORD N BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 47.0 PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE I)/1/9 fl FOR PROPER C 0 AIO1. ? ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� [OUR..FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON 1N ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •�• "--tP - AT T t t NATIONAL GN F AT F T TION RH HH�H��' SP AC I NG 2 4.0" T YPE spec b' (4-361 T 4 37'0 TRAY HIP 9 THIS DWG. PREPARED FROM COMPUTER INPUTJLOAOS &JIMENSIONS) SU M TTE Y TR MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-UPlift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *** I *** HANGER *N* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455!(Jacks Only) I HUS26 - + 2751! -12860(10d 1ply) MTS12 - -1000! 1 HUS26 - + 3315! -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000!(2 Each i HHUS48 - + 4299! -16600(IOd 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT289 - -3786!(2 Each (10d)i HHUS48 - + 51800 -20000(16G 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455!(2 Each) (16d) HGUS48 - + 66400 -2199#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688!(Per 2ply) HGUS48 - + 80000 -2650!(16d 2ply) CS150 -1650#(Each) HGUS5.5- +113350 -3945/116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' T 5X5 3X5 3X4 5 5 m 3X4 A) 1.5X3 0 6 � Lo X5(A i) X5 (A i) I �3 i X X X TSB -� .c 3 5X5 13'4" -{- 23'8" --� 43M8 32'8 8 f- - 37' R=442# W-3"8 R=2245# W-3"8 R=1097# W=3"8 f PLT -TYP1-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE6-0.1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 1 2/2 9/9 4 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING tN HANDLING. ERECTION AND — ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HID-91 BY TPI, SEE THIS DESIGN `�`1U5 Nif'.,'' TC OL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - O ALPINE CONNECTORS ARE MADE OF 206A GALV. };EEL MEETING ASTM GUIRENENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG A446 ON B EXCEPT AS NOTED. APPLY CONNECTOR$*TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHDRD M BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 B ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.LD. 47 •0 PSF D/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER L p q10� (•- SEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED"ERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ��.C.Q �� DUR.FAC. 1 .33 IN ONLY. AND B/YLL NOT BE RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �E tn-�0 A--TPI " TRUSS PLATE INSTITUTE NDS- 1992 NATIONAL DESIGN SPECIFICATION FOR MOOD CONSTRUCTION ',,''NNNNNN�N�`, SPACING 24.0" TYPE SPEC (4- TRAY HIP THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 390 840 640 WEBS 2x4 SP 13 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift ------------------- ---------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT RRR I NNN HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751! -12861(10d iply) MTS12 - -10001 1 HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1650#(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (10d)I HHUS48 - + 5180# -20001(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#((fOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 80001 -26501(16d 2ply) CS15O - -1650# Each) I HGUS5.5- +11335# -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS t3' --13' �------- 11 ' -� 5X7 X6 m 3X4 (A) (A) 1.5X3 6v X5(A i) �3 X5(A i) 43M 3XIO X X c 3 5X5 +---- 13'4" 23-8" _l (.N 4'3"8 32'8"8 37' _I R=4822 W-3"8 R=2165# W=3"8 R=1136# W=3"8 4 TAG - T222 SED: 68559 PLT. TYP.-A PINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWnRE EXTREME CARE 12/�9�94 TC LL 30 .O PSF REF t WIMPORTANTW*SMALL NOT BE RESPRWi9tBLE f9R ANT ARMING tN HAN0.ING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANT SPACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �1„T ''�iTC DL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OSTOB BT TPI. FOR ADDITIONAL SPECIAL PER1IANENT BRACING RE ` �� - ALPINE CONNECTORS ARE MADE OF 206A GALV.'%TEEL MEETING ASTM OUIREIENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG MAB 6R B EXCEPT A!NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT"PROPER 5606 tAM AMO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M - BC LL ,1 0.0 PSF RAG CONNECTORS PER DRAWINGS 130• 150 G 160A-F. DESIGN STANOAPOS WITH PROPERLY ATTACHED RIGID CEILING --BEE - STATE OF = TOT.LD.LD. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE i)/1/91) FOR PROPER ' OA-1O* r; i .33 SEAL ON THIS ORAWINB APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'`` IM OnIT, AND SNAIL NOT RELIED UPON IN ANT OTHER WAY. DESIGN TO TRE TRUSS ERECTION CONTRACTOR. ��F INEi '�.`�, DUR.FAC. .--IPt - TRUSS PLATE INSTITUTE NDB- 1991 NATIONAL DESIGN SPECIfICATION FOR WDDD CONSTRUCTION SPACING 24.0" ITYPF SPEC Job: (4-3611) T T16 37*0TRAY HIP THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 IMENSION SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 840 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR, M-Gravity (-1-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *x■ UPLIFT *** ( *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751/ -1286000d 1ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600110d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) 00d)� HHUS48 - + 5180# -2000#(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) 11601 HGUS48 - + 6640# -2199# 10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MST60 - -4688#(Per 2ply) i HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 15' ��- 9' �' 13' 5X5 1YA 5X5 T 3X4 x4 6P;- 1.5X3 1.5X3 X5 (At) 3X5(At) X X 8 =3r3 ---i a3 5X12 13'4" 23'8" —( �N 4'3"8 32,8"8 I—N� 37' _I R-419# W-3"8 R=2281# W=3"8 R=1084# W=3"8 PLG SED: 68561 T- TY 3-A PIN DESIGN CRIT=TPI OTY - i TOTAL. - 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCT!, INC. TRUSSES REQUIRE EXTREME CARE 12/29/94 TC LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FRQI THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING• SEE MID-91 BY TPI, SEE THIS DESIGN ��`' S,I '�iTC DL 7 •0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTOR$ARE MADE OF 200A GALV.,OWEL MEETING ASTN WIREMENTS, UNLESS OTHERWISE INDICATED, D] - - BC OL 10 .0 PSF ORWG AAM OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER — 5606 — BC L L 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOfO W CONNECTORS PER DRAWINGS 130, 150$ 1BOA—F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.L O. 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS$ TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER C 0 RTO* SEAL ON THIS MAXIMO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF T"1 Q OUR.FAC. 1 •33 iN ONLY, AND SNUILI NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TME TRUSS ERECTION CONTRACTOR. ''i INEE��` SPEC W--TPt - TRUSS PLATE INSTITUTE, NDS- 1921 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION ''R�to.H�H�`, SPACING 2 4.0" TYPE 1 (4-3611) T T17 37'0 TRAY HIP 15 THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTEO 8Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 830 630 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100,00 MPH. MEAN HEIGHT - 15.00 FT, ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR, (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NWW UPLIFT NW1f 1 NWW HANGER WNW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 27510 -1286#(IOd 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -16600(104 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (100)l HHUS48 - + 5180# -2000#06d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -44550(2 Each) (16d)I HGUS48 - + 66400 -219901100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MST60 - -4688# Per 2ply) I HGUS48 ■ + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(160 3ply) - ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS j= 17' -T- 5' - -14 15, — - -1 5X6 (R) 5X5 3X5 m 3X5 A) X4 (A) 1.5X3 6 � X5 (A1) 3X5(A __nr3 a3 5X12 13'4" 23'8" �—N-+•4.3W8 -� 32'8"8 �• 37' R=450# W=3"8 R=2232# W=3"B - R=1101# W=3"B 1 ' cc 2 : 'PL7.=TYPO-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17,2m SCALE6-0.1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES MEOUIRE EXTREME CARE 12/29/94 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR AM. ARNING IM HANDLING, ERECTION ANDDEVIATION fRp1 iNIS DESIGN OR THESE SPECIFICAtION4, dl ANT BRACING. SEE NIB-91 Bt TPI, SEE THIS DESIGNd,.": TC DL 7 .O PSF DATE 12/29/94 FAILURE TO BUILD THE iMMS IN CONFORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20"GALV,%TEEL MEETING ASTM OUIMEMENTS. UNLESS OTHERWISE INDICATED, TOPBC DL 1O .O PSF DRWG AAAB 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL Of LATERALLY BRACED WITH PROPER = j TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD _ _ BC LL 0 •O PSF RAG CONNECTORS PER DRAWINGS 130, 150 C 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.LD. 47.O PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERr'�SERI ON TNIB DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS • DUR.FAC. 1 .33 tNANDLLNOT BEIELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �`� ` W--TPI - TRUSS PLATE INSTITUTE, NOS - 1991 NATIONAL DESIGN SPECIFICATION FOR NOW CONSTRUCTION ��r1rN" SPACING 24,0" TYPE SPEC (4-3611) LT T18 37'0TRAY HIP 17 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (B) 1X4 "T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS Q 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift (A) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH --------------------------- ---------------------------------- 160 NAILS Q 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY NNN UPLIFT NNW *IN HANGER NNW ERECTION CONTRACTOR. H5 - -4550(Jacks Only) HUS26 - + 27510 -12861(100 1ply) MTS12 - -10000 I HUS26 - + 33150 -15500(160 1plY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTSi2 - -20000(2 Each) I HHUS48 - + 4299# -16600(IOd 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MT7288 - -3786#(2 Each) (10d)l HHUS48 - + 51801 -20000(16d 2p)y) MTT28B -44550(2 Each) (160)1 HGUS48 = + 66400 -21990(100 2ply CONTRACTORS WARNING: MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(160 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS CS150 16500(Each) HGUS5.5- +113350 -39450(160 3ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING --------------------------------------------------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 )5 1.5X3 X4 m 3X5 A) (B) X5 3X4 (B) 1.5X3 rn 6 P- X5(A 1) 3X5(A 1) 396 3X7 X X4 T�9 �T 3 i a 3 5X5 13'4" 23'8" �N 4'3M8 32'8' 8 f! - - - 37' -I R=523# W=3"8 R=2120# W=3"8 R=1141# W=3"8 T. PLGg T 5 SED: 68565 T.TY .-ALPINE DESIGN CRIT-TPI QTY - 1 TOTAL - 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF t xIMPDRTANT**SMALL NOT aE RESPONSIBLE FDR AN. ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANT BRACING. SEE HIB-91 By TPI. SEE THIS DESIGN ��` '�iTC OL 7 •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST9a BT TPI. FOR AOOITIO"AL SPECIAL PERMANENT BRACING RE - , �ALPINE CONNECTORS ARE "ADE OF 20GA GALV.,B.TEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED• TOP BC DL 10 -0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECIOR4 TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LT ATTACHED PLYWOOD SHEATHING. BOTTOM CHORO N BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 130 L 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of _ T 0 T.L D. 47 .0 PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPL RATION. FURNISH A COPY OF THIS F O HIO*2 P' DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANT OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE Er` •�` SPACING 24.0" ITYPP Spec (4-3611) T T19 37'0TRAY COMMON THIS DWG. PREPARED FROM COMPUTER INPUT LOADS G OIMENSIONSJ DIMENSIONSSUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP 03 BAG.LOC FT): 0.00 13.04 35.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------------------------------------------------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. ( )-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WWW UPLIFT WNW WWW HANGER WNW MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 2751# -12861(tOd 1piy) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) , I HHUS48 - + 42990 -1660000d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#12 Each) 10d)l HHUS48 - + 5180# -2000#(16d 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(1(2 EBCh (16d) HGUS48 - + 6640# -2199#2650#(IOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650#(Each)Per HGUS48 +180000 335# -3945#(16d 3ply) ------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 19'6" 17'6" _I 5X5 4X6 3X4 -y 3Xd X5 (A) 3X5 o (A) ) 1.5X3 1.5X3 6 X5 (At) 3X5(A 1) y x X X 3 -� a3 5X12 13'4" 23'8" -� (�N 4'3"8 32'8,P8 (� 37' _I R=4560 W=3"8 R=2223# W=3"8 R=1105# W=3"8 T TAG Tpp7 SED: 68568 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY - 3 TOTAL - 3 REV. 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF 2 **IMPORTANT*)(SHALL NOT K RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AN n�( 'T11� TC DL 7 , PSF DATE 12/01/94 \Uw"nj DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1�US e••, ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 09TH BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - ©\\\\\V� AIPIME CONNECTORS ARE MAGE OF 200A QALY. STEEL MEETING ASTM OUIREMENT9. IWILE59 OTHERWISE INDICATED, TOP - - 8C DL 10 .0 PSF DRWG A446 CR B EXCEPT A9 NOTED. APPLY CONNECT6R6 TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED MIT"PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 6 ISOA-F. DESIGN STANDARDS WIT"PROPERLY ATTACHED RIGID CEILING--SEE STATE OF _ TOT.LD. 47.0 PSF D/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/90 FOR PROPER 0 R10' P•� •� SEAL ON TNIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'� DUR.FAC. 1 3 3 IN ONLY, ANO$HALL NOT BE RELIED UPON IN AM OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEVO`�` ■--TP - TINSTITUTE. MATTO F AT F T TI •�••N•P UPN`%' SPACING 24.0" TYPE spec Job: (4-3611) LOT / T H PM 7 THIS DWS. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP /2 N UPLIFT (LB): 700 710 WEBS 2x4 SP 13 SRG.LOC (FT): 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . /1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ---------------------------------------`----------------------- xMM UPLIFT MMM I MMM HANGER MMM H5 - -455/(JackS Only) I HUS26 - + 2751/ -12860 iOd Sply) MTS12 - -1000/ 1 HUS26 - + 33151 -1550/(160 1ply) MTS12 - -2000/(2 Each) I HHUS48 - + 42991 -1660000d 2ply) MTT288 - -3786/12 Each) (10d)) Hl SIB - + 5180/ -2000/t16d 2ply j MTT28B - -4455/(2 Each) (i6tl1� HGUS4a - + 6640/ -2199/(fOd 2ply s MST60 - -4688/(Per 2ply) HGUS48 - + 8000/ -2650( 16d 2ply CS150 - -1650/(Each) HGUS5.5-_+113350__39450_16d- 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 163" 4X7 1,5X3 3X T T M 1.5X3 m 0 0 .'" 6 p m m 2X7 fAi1 4'3 &L9 3X4 4XiO 3X3 16'3" - - -� I►—2' 16'3" 7• 9'3" _I R=1575# W-3"8 578# R=1707# W=3" 1 TA? = T58 SED: 68616 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY 1 TOTAL - i REV, 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t XIMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR NESE SPECIFICATIONS. OR ANY BRACING. SEE H1B-91 BY TPI. SEE THIS DESIGN .�,tus ��" TC OL / .0 PSF DATE 12/01/94 FAILURE 10 BUILD THE TRUSS 1N CONFORMANCE M11H 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11ALPINE CONNECTORS ARE MAGE OF 200A GALV,.67EEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF DRWG AU8 0R B ExCEPT A5 NOTED. APPLY CONNECTORIS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED M1TN PROPER - , 5606 'AM AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x - 8C LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L ISOA-F. DESIGN STANOAIOS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 47 .0 PSF o/A LEN. 16-3-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C0 R10 P Y SEAL ON TN15 DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ."" F Q � DUR.FAC. 1 .33 IN OMLY. AND(HALL NOT BE RELI10 UPON IN AMY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. JNE. �� M__TP.- TT MAT F AT FCONSTRUCTION """'NN„M�� SPACING SEE ABOVE TYPE r')ipm 4- T T21 7'4 GABLE 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. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 200 200 WEBS 2x4 SP i3 BRG.LOC FT): 0.71 7.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------"""""'---------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Up 1 i f t THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------- ---------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NxxNNN HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455I(Jacks Only) 1 HUS26 - +N;;510 -1286#00d 1ply) MTS12 - -1000/ 1 HUS26 - + 3315/ -15500(16d 1ply) MTS12 - -2000/(2 Each) i HFIUS48 - + 42990 -16600(100 2ply) MTT288 - -37861(2 Each) 11001 HMS48 - + 5180 -2000#116d 2ply _ MTT288 - -44550(2 Each) 1(16d1) HGUS48 - + 6640/ -2199/ 100 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000! -26501 160 2ply CS150 - -1650#(Each) I HGUS5.5• +11335/ -3945/ 160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �---3'8" -�- 3'8 T 4X4 6v 0 2X4 (01) ri X4 (D i) 10' ---W 4 X �m 6'7"8 7-4- A-376# '4"R=376# W=3"8 R=313# W=3"8 t. M PLGG 39 SED: 68626 T.- TYPE- ALPINE DESIGN CRIT-TPI OTY - i TOTAL - i REV. 117.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (1� *IMPORTANT**SHALL NO' BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION Aro 11 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NI9-91 BY TPI. SEE tHIS DESIGN -dtNEE"�'-Pq US „ � TC DL 0 PSF DATE 12/01/94 FAILURE TO BUILD THE TAUS$ 1N CONFORMANCE WITH OSTM BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - - O ALPINE CONNECTORS ARE MAGE OF 200A GALV,AtEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O A440 GR B EXCEPT AS NOTED, APPLY CONNECTORT3 70 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 0 O PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130. 150 G IBCA-F. DESIGN sTANOARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE _ TOT.L D. 47 .0 PSF 0/A LEN. 7-4—O CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SEAL OM THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HER_ DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR,FAC. 1 •33IN OLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `�� ”--P - TRUSS PLLtUgairitumNATIONAL DESIGN SPECIFICATION FOR WOOD toNSTRUCTION '��" SPACING 24.0" ITYPE comn Job: 4- T T '4 COMMON THIS WG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP.CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 280 410 WEBS 2x4 SP 03 BRG.LOC IFT): 0.71 5.33 :Lt Wedge 2xA SP 03: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (199f 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 DARING x66 UPLIFT Nx6 I 666 HANGER NxN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 455/(Jack6 Only) I HUS26 + 27510 -1286000d fply) MTS12 - -10000 I HUS26 + 33151 -1550006d 1ply) MTS12 - -20001(2 Each) I HHUS48 - + 42990 -16600(10d 2ply) MTT288 - -3786/(2 Each) 00dHMUS48 - + 51801 -2000/(160 2ply) MTT288 - -44551(2 Each) (16011 HGUS48 + 66400 -2199/ 10d 2ply) MST60 - -4688/(Per 2ply) 1 HGUS48 - + 80000 -26500 16d 2ply CSf50 - -16500(Each) ( HGUS5.5- +113350 -39450(f6d 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -3'8" -�- 3'8 4X4 T m .5X3 ;V iv 6 C;;-3X7 2X4 (A S) X4 (Ai) 4 3 10' 1.5X3 m 1.5X3 f 2 7-4" 2 R=390# W=3"8 R=605# W=3"B 4 TAc T37 SEG: 68630 PLT. TYP -ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 T C LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN NAMING. ERECTION AND 7 .0 DEVIATION FAUN THIS DESIGN DR THESE SPECIFICATIONS. OR ANY BRACING. SEE MI6-91 BY TPI. SEE THIS DESIGN -dNE " " TC DL / •0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 09166 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 206A GA 1,111TEEL MEETING ASIN WUN:MENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •0 PSF DRWG A446 OR 0 EXCEPT AS NOTED. APPLY CONECTOIS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 0 .0 pSFRAG IRINSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTAC ED PLYWOOD SHEATHING. BOTTOM CHORD BC LLCONECTORS PER DRAWINGS 1]0. 150 9 I6oA-F. DESIGrN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE TOT.LD. 47•0 PSF 0/A LEN. 7-4-0 COFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FDR PROPERSEAL ON THIS=MG APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FU WISH A COPY OF THIS � DUR.FAC. 1 .33 INDRYSHALLNOT 6E RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACOR W— T T , T wT A F AT T T SPACING 24.0" ITYPr Comn Job: 4- 11 T / J 7*0 END JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMEN I NS SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT JLB): 300 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' D.C. 1+)-Gravity (-1-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. xxx UPLIFT xxx I xxx HANGER Wxx CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(lOd 1ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# 1 HUS26 - + 3315/ -15500(16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each) I HHUS48 - + 42990 -1660#00d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -2000#(16d 2plyl MTT288 - -4455012 Each) (ISM I HGUS48 - + 6640# -21990(10d 2ply MST60 - -4688f(Per 2ply) I HGUS48 - + 80000 -26500116d 2ply CS150 - -1650#(Each) HGUS5.5- +11335# -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1 '8 12'6"4 m 0 6 p fYl T 2X4 (Al) 4 i"3 9' �----2 7' ----� R=5261 W=3"8 R=731 W=1"8 I TAG = T40 SEG: 68517 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 17 TOTAL = 17 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30.0 PSF REF ([ *I MPORT ANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN MANGLING, ERECTION AND % TC DL 7 .O PSF DATE 12/01/94 \v�1 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-SI BY TPI. SEE THIS DESIGN VS e�� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE MADE OF 206A OALV. STEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A446 60 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL K LATERALLY BRACED WITH PROPER - 5606 - 0.0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHAD x BC LL 47.0 CONNECTORS PER DRAWINGS 130, 150 6 IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING--SEE STATE OF .. TOT.LO. 4 7•O PSF 0/A LEN. 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O R1O* P'` SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATtOM. FURNISH A COPY DF tH19 �. �t,Q � rR.FAC. 1 .33 IN DKV, AND SHALL NOT BE RELIED UPON IN AMY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. % 1jj1VEtY'- �` ACING 24.0" TYPE aCk • P T T F T T T N 111 s J (4-3611) j 7-0 ENDA THIS W . PREPARED FROM COMPUTER NP T (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT {LB): 200 200 200 WEBS 2x4 SP 03 BRG.LOC lFT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED • 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 190.70. --------------------------------------------------------------- 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. --------------------------------- NNN UPLIFT NNNNNN HANGER NNN CONTRACTORS WARNING: H5 4550(Jacks Only) HUS26 + 27510 -1286000d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -1000/ 1 HUS26 + 33150 -15500 16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I NHUS48 + 4299! -16600 IOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -37860(2 Each (10d)I HHUS48 + 51800 -20000(16d 2ply) MTT288 -4455012 Each) (16d) HGUS48 + 66400 -2199/110d 2ply) MST60 -46BB0 PBr 2ply) I HGUS48 + 60000 -26500 160 2ply CS150 - -1650#(E ch) I HGUS5.5= +113350 -39450116a 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=19111 W=1"8 5.4'• J ,412*6*4 6 � m 0 (r)T1.10.7 ou _L 9 5'7"8 J 1.5X3 R=264# W-3"8 R=74# W=1"8 w _ SEO: 68519 IPLT. TYP1-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 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 HIO-91 BY TPI. SEE THIS DESIGN `�H�US N F''i TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF MGA GALV. STEEL MEETING ASTM QUIREMENTS• UNLESS OTHERWISE INDICATED, TOP BC DL 10 .0 PSF DRWG O� A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER _ 5606 _ BC LL 0 .0 PSF R A G O TRUSS AND UNLESS AS LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - N - CONNECTORS PER DRAWINGS 130. 150 S I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE STATE OF TOT.LD. 47 .0 PSF O/A LEN. 5-7-8 CONFORM*/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - ' p;- SEAL ON THIS CRANING APPLIES TO THE COMPONENT DEPICTED HEIR: DRYWALL APPLICATION. FURNISH A COPY OF THIS .' F 0 R10 Q' DUR.FAC. 1 .33 In ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SPACING 2 4.0" a c k o- 1 •T A I T T NAT A F. AT F T T '��H 11111`, TYPE 0 4— T 3'3 END JACK -THIS ONG. PREPAR D FROM COMPUTER INPUT LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP.CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 WEBS 2x4 SP 03 BAG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O X. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFTMANGER REQUIREMENTS (+)-Gravity (-)Uplift --------------------------------------------------------------- xxx UPLIFT MxI I MIN HANGER NOR H5 - -4550(Jacks Only) I HUS26 - + 27510 -128601100 ]ply) MTS12 - -1000! 1 HUS26 - + 33150 -1550#(16d 10y) MTS12 - -20000(2 Each) I HHUS46 - + 4299! -16600(100 2Ply MTT288 - -3786#(2 Each ((10d)t HHUS48 - + 51800 -20001 160 2ply) MTT28B - -44550(2 Each) 06d) HGUS48 - + 6640# -2199!(100 20y) s MST60 - -4688!(Per 2ply) { HGUS48 + 80000 -26500(160 201y) CS150 - -1650#(Each) I HGUS5.5: +113350 -39450(160 3p1y111111 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 T 6 C;;- 2X4 ri. i 3 9 1.5X3 R=389# W=3"8 R=69# W=3" TAY T42 SED: 68522 PLT. Typ.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIPE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *I MPGRT ANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING• ERECTION AND OEvIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN d1MEEVr-.'*?' " � TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY 7P1. FOR ADDITIONAL SPECIAL PERMANENT BRACING REOALPINE CONNECTORS ARE MADE OF 20GA OALV�,$TEEL MEETING ASTM OUIREMEMTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A444 DR B EXCEPT AS NOTED. APPLY CONNECTOIR 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 R A G CONNECTORS PER CRAVINGS 130, 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - Tb T.L D. 47.0 PSF b/A LEN. 3-3-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON IVIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISDUR.FAC. 1 .33 tM d1lY. AND SHALL NOT SE RELIED UPON IN ANY OTHER MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. `.--P T T N.T A F AT c T T �„ „ , o SPACING 24.0” TYPE ack 4-- T CORNER JACK THIS OX PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) UBMITTE BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 230 200 200 WEBS 2x4 SP :2 N BRG.LOC FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 133.72. ------ -------------------------------------------------------- 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. -------------------------------------�-+-------_--------------- Www UPLIFT WWw wMw HANGER wwM CONTRACTORS WARMING: H5 - -455#(Jacks Only) HUS26 - + 27510 -1286t(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000: I HUS26 3315/ 1550:(16d 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000:(2 Each I HHUS48 - + 42991 -16600110d 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786:(2 Each (fOtl))I HHUS48 - + 5180# -2000#(16d 2ply MTT288 - -4455012 Each (16d)I HGUS48 - + 66400 -2199#110d 2ply MST60 - -4688t((Per 2ply) HGUS48 - + 8000# -2650/ 16d 2ply) CS15O - -16500(Each) I HGUS5.5- +11335# -3945 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=134# W=1"8 12'6"4 m 0 6 (V -i— 2X4 (Ai) 4"3 10' i �_2 —�— 51 R=445# W-3"8 R=44# W=1"8 w TAY T50 SEO: 68586 PL TYP.-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t I MPGRTANT**SHALL NOT 6E RESPONSIBLE FGR ANT ARNING IN HANDLING. ERECTION ANGDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �` ""' e�� TC DL 7•O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE MITN OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ' SALPINE CONNECTORS ARE MADE OF 20GA GALV STEEL MEETING ASTM GUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •0 PSF ORWG A446 CA B EXCEPT AS NOTED. APPLY CONNECiDRi 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5506 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD w BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S 15OA-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L D. 47 .O PSF OSA LEN. 5-0-0 CONFORM W/APPLICASLE PROVISIONS OF NQS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE IT/1/911 FOR PROPER SEK ON TMIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FUW4ISH A COPY OF THIS D RIO*Q P` 1 .33 IN ONLY, AND SHALL NOT BE RETIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� JINE N,`�• DUR.FAC. W__P . "AT A FF r r 'NN. „��`` SPACING 24,0" TYPE jack J 4— T J 3'0 QQANER JACKTHIS DWG. PREPARED FROM COMPUTERINPUT_ (LOADS S DIMENSIONS SUBMITTED BY TRUSS-MFR. TOP.CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 220 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 37.26. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. -------------------(+1-Gravity (-)Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------------------------- xxx UPLIFT Wxx I xxx HANGER xxx CONTRACTORS WARNING: H5 - -455#(Jacks Only) 1 HUS26 + 27510 -12860006 IN Y) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 + 3315# -1550#060 Iply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20006(2 Each) I HHUS48 - + 4299# -1660#(100 2ply)))))) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT280 - -3786/(2 Each) 1100)i HHUS48 + 5180# -2000#(160 2ply) MTT288 - -4455#(2 Each) ((160)1 HGUS48 + 6640# -2199#(100 2ply) MST60 - -4668#(Per 2ply) I HGUS48 - + 8000# -26501(160 2ply CS150 - -1650/(Each) I HGUS5.5- +113351 -3945#(164 3plyl --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 11'6"4 c� O 6 C:- 2X4 2X4 (A i) 8 �SO' f 23� R=384# W=3"8 R=14# W=1"8 R PLGG 55 7.aTYP.-ALPINE DESIGN CRIT-TPI OTY . 8 TOTAL a B REV. 17.2m SCAALE68085000 ALPINE ENGINEERED PROOUC7S. INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, �,R ERECTION AND ^ '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN �TfN"�� T C DL /7 .0 PSF DATE 12/01/94 FAILURE TO BUILD 701E TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AMC - ` v� f ALPINE CONNECTORS APE MADE OF 20GA GALYI'STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG NO UO A445 GR 8 EXCEPT AS TED. 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 R A G CONNECTORS PER DRAWINGS 130. 130 t (BOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF _ T 0 t.L D. 4 7.O PSF 0/A LEN. 3-0-0 CONFORM M/AHPU,(CABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER 0 R10' �.'` SEAL ON?Mfg DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OUR.FAC. i .33 1M ONLY, AND SHALL NOT BE RELIED UPON IM AMI OTHER MAY. DESIGN TO 701E TRUSS ERECTION CONTRACTOR, INEtT`- A--P AT JTNAT A F At F T f N '�N�H ��'``` SPACING 24.0.. TYPE )eCk f4-3511) T R JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -1501 OCCURED ON A BOT CHORD 2x4 SP 12 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT (LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED • 100.00 MPH. MEAN HEIGHT • 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN 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 NNN UPLIFT NNW NNW HANGER NxN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTS12 • -l0001(Jacks Only) HUS26 + 33150 -155011(16tl 1ply))s MTS12 -20000(2 Each) I HHUS48 = + 42990 -1660/(10tl 2ply) MTT288 -3786#(2 Each) (10tl)l HHUS48 + 51800 -20000(16tl 2ply) MTT288 - -44550(2 Each) (160) HGUS48 + 66401 -2199# 10tl 2ply) MST60 - -46881 Per 2ply) HGUS48 + 80001 -2650#06d 6tl 2ply)) CS150 -1650#(Each) I HGUS5.5= +113350 73945#(16tl 30y) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 v 1!9'7'12 41 2X4 (Al) 11.11 4'3 9' 1 f� R=441# W=3"8 L H TAY T49 SED: 6858 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE -0. 000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 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 HIS-91 BY IPL SEE THIS DESIGN C�A TC DL 7 . 0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAS OF 20GA G11LY"'STEEL MEETING ASTM OUIREMENTS. WILESS OTHERWISE INOICATEO, TOP - - BC DL 1O O PSF DRWG A1+6 GR B EXCEPT Ag NOTED. APPLY CONNECTORS TO EACH FACE t1F CHORD SHALL 0E LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF RAG CONECTORS PER DRAWINGS 130. 150 C t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.LD. 47 •O PSF 0/A LEN. -3-0 CONFORM W/APPLICABLE PROVISIONS OF IAS 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 COPY OF THIS �� DUR.FAC. 1 •33 I:ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHERTWAYA DESIGN FO AHE TRUSS ERECTION CONTRACTOR. ,' ,` SPACING 24.0" TYPE ack 4— T / J VO CORNER JACK THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP.CHORD 2x4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIRED. WEBS 2x4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS CONTRACTORS WARNING: N)-Gravity (-)Uplift THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ------------------------------------ ------------------------` AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNN UPLIFT NNN I NNW HANGER NNW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455/(Jacks Only) HUS26 - + 2751/ -12860(10d fply) MTS12 -1000/ HUS26 3315E 1550/060 fply) MTS12 - -20004(2 Each) I MHUS48 + 42990 -16601000 201y) MTT28B37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) MTT288 44550((2 Each) (16d)I HGUS48 + 66400 -21990(10d 2ply)j CS150 16500(Each)Per ply) I HGUS5 5- +18335•000 39450116d 16a 23pIy) -'- ------ --------- - ------------------------- -------- --- -------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p 10'6.4 --r 2X4 (Ai) 10 3 4.3 10' �--2 -+ 1 , R=505# W=3"8 M TAG T52 SED: 68590 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 8 TOTAL 8 REV. 17.2m SCALE _=O. 0 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .'0 PSF REF *IMPORTANT.x.x SANALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN TC DL 7 .0 PSF DATE 12/01/94 ^ \\UvwILU\ 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 8 EXCEPT AS NOTED. APPLY COMECTOp4 f0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER ON - • 5606 _ (+G RDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STAT TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITILY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF RAG CONNECTORS PEP DRAWINGS 130. 150 L ISOA-F. DESIGN STANDARDS of _ T 0 T.LD. 47.0 PSF O/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL !N°OA1E 17/1/911 FOR PROPER L 0 RIO i' ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED VETE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'rte OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� W--TP iAT T T T NATIONAL DESIGN SPECIFICATION F X T T N ''�� Mi�M��' SPACING 24.0" TYPE jack F (4-3611) LT HIP JACK 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. SOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 NESS 2x4 SP 03 SRG.LOC (FTI: 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.OD PSF ITOP) AND 5.00 PSF (BOTTOM). THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE 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 CHORO. ---------------------- NNx UPLIFT NNW I NNN HANGER xxx H5 - -455/(Jacks Only) ) HUS26 - + 27510 -328501100 1p)y MTS12 - -1000/ 1 HUS26 - + 33350 -1550#116a 1ply� MTS12 - -2000!(2 Each) I HHUS48 - + 42990 -16600(10tl 2ply MTT288 - -3786012 EBCh 10d)) HHUS48 - + 5180/ -2000#(16tl 2ply). MTT28B - -4455# 2 Each 16tl)l HGUS48 - + 6640# -2199#(10tl 201y)•' MSTGO - -4688#(Per 2ply) I HGUS46 - + 80000 -2650#(160 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +113350 -3945#(16a'3ply1) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# �- 7'5"2 2x2 T T a 4.24 v 2X4 (A 0 �-+ 4"3 �9 1.5X3 4'7"2 --� 4'7"2 R=453# W=4"15 R=90# W=3" r TA T48 SEG: 68580 PL TYP -ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV, 17,2m SCALE -0.5000 *IMPORTANT** ENGINEEREDALPINE ETINPRODUCTS. INC. TRUSSES REQUIRE ExTAEME `AHE 12/01/94 TC LL 30 :0 PSF REF WARNING I NG IN HANDLING. ERECTION AND 1,N U11jNN ,, n)\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � t E TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TAWS 1N OR WITH OSISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE VUS ALPINE CONNECTORS ARE MADE OF MA QALY,STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 0 PSF DRWG 5606 A445 GR a EXCEPT AS NOTED. APPLY CONNECIft TD EACH FACE OF CHORD SHALL BE LATERALLY BRACEO WITH PROPER TAU"AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L o. 47.0 PSF �/A LEN. 4-7-2 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER - G O RIO T SEK ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 7415 Q'`� 1 .3 3 IN WILY, AND SHALL NOT !R RELIED UPON 1N ANY OTHER NAY. DESIGN TO TIE 1RUSS ERECTION CONTRACTOR. ;r INET'�� OUR.FAC. F� n--TPI . A7INSTITUTE, NA7 RA SPECIFICATION F MCONSTRUCTION '��N�r UNiN�� SPACING SEE ABOVE TYPE • ack (4-3611) LOT HIP-JACK THIS DWG. PREP,R D FROM OMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP t2 N UPLIFT (L81: 510 210 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 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 OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 (+)-Gravity (-)Uplift SETBACK, CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- RRR UPLIFT flux ( RRR HANGER RRR A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455f(Jacks Only) 1 HUS26 - + 27510 -1286f(fOd 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 I HUS26 - + 3315! -15500(f6d 1ply) MTS12 - -2000#(2 Each) i HHUS48 - + 42990 -1660#(IOd 2ply) CONTRACTORS WARNING: MTT28B " -37861(2 Each)) (10d) HHUS48 + 5180# -2000/(16d 2ply)- THIS TRUSS IS DESIGNED TO BEAR AND/GR SUPPORT ADDITIONAL LOADS MTT288 " -44551(2 Eech) (IGO)I HGUS48 + 66401 -2199fliOd 201y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688#(Per 2ply) i HGUS48 + 8000# -2650/(t6d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 1650f(Each) i HGUS5.5- +113535# - 44f50y(�(166d y) 127# REFERENCE HOLMES LUMBER DETAIL SHEET FOR UP - ANGEA"DtA S Pt �- 1210"4 -� 12'6"8 m 1.5X3 0 4.24 C:P- m T 2X4 (A i) 1 9X4 1. �---2'9"15 9' 10"13 -� - 4.2"15 5'9"6 _I R=563# W=4"15 - 123# R=285# W=1"8 TAY Tgg3 SED: 6B592 PLT. TY .-ALPINE DESIGN CRIT=TPI QTY - 4 TOTAL 4 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .'0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN HT1 ils E'�i TC DL 7 .0 PSF DATE 12/01/94 ^ t FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECTORS ARE NAOE Of 200A GALK.,T4TEEl MEETING ASTM OUIREMENTS. IMILE54 OTHERWISE INDICATED, TOP - - BC DL 10 0 PSF DRWG A446 CR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND(MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD R BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF TOT.L D. 47 .0 PSF O/A LEN. 9-10-13 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER L 0 RIOP 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 CONTRACiDR. �� ,IINEEaS�� TPI AINSTITUTE- NATIONAL SPECIFICATION F M H r T N SPACING SEE ABOVE TYPE jack J 4- T 7'0 TRAY HIP JACK THIS WG. PREPARED FROK 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): 440 240 200 WEBS 2x4 SP #3 BRG.LOC (FT1: 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 374.56. ------------------------------------------------- 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. -- NNN UPLIFT NNx *Mx HANGER xxN CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 + 2751! -1286!(10d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 3315! -15500(16d 7ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) I HHUS48 - + 4299! -1660#110d 2ply) , INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)I HHUS48 - + 51800 -20000116d 2pIy11 MTT288 -4455#(2 Each) (16tl)1 HGUS48 - + 6640# -21990(100 2ply)' MST60 -4688#(Per 2ply) I HGUS48 - + 8000# -26500�16d.2pIy) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945# 16tl 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=i"8 2X3 11'6"8 m 0 1.5X3 Cu 4.24 p 9' 2X4 (A1) T j 1 3 2.12 4X6 (R) �--2'9" 15 --+ 6'0" 13 t.{ 3' 10" -� 9' 10"13 -1 R=731# W=4"15 R=38# W=1"8 H. TA? T47 SED: 68578 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL = 1 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF X I MP OR T AN T**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 TPU. SEE THIS DESIGN VS t TC DL 7 .0 PSF DATE 12/01/94 .� ��FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStS9 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REWfi �ALPINE CONNECTORS ARE MADE OF 20GA GALVr STEEL MEETING ASTM 1REMENTS. UNLESS OTHERWISE INDICATED. TDP 9C DL 10 •O PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTt1R9 TO EACHFACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5BO6 - RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. 00TIOM CHORD CONNECTORS PER DRAWINGS 130. 150 9 $GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF T 0 T.LO. 47 .0 PSF O/A LEN. 9-10-13 x BC LL 0 0 PSF CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE !7/1/911 FOR PROPER (O RIO" 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 11E RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � F INEE�',.`� "--P AT T i l NATIONAL N F AT F T T SPACING 24.0" TYPE spec Job: 4— T TRAY COR JACK THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTEO BY TRUSS MFR. TOP CHORD 2x4 SP #2 N WMWARNINGNM AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP #2 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): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENT SLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+1-Gravity (-1-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- MMM UPLIFT MMM i MMM HANGER xxx CONTRACTORS WARNING: H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#(IOd (ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -10000 1 HUS26 + 3315# -1550#I16d (ply)" AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -16600 10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -3786#(2 Each) (IOW HHUS48 - + 5180# -20000 16d 2ply MTT288 - -44550(2 EaCh) (16d)I HGUS48 - + 6640# -21990(10d 2ply MST60 = -4688# Per 2ply) I HGUS48 - + 8000# -2650# 16d 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p-,-2X4 (A I) —FA-,8'6-4 T 8'2.2 4'3 .i G 3 �--- 2' R=505# W=3"8 Rs-228#-8®#"6=1"8 r TAY T46 SEG: 68576 PLT. TYP.-ALPINE DESIGN CRIT=TPI GTY - 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. MISSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t NIMPORTANTXN&,ALL NGT BE RESPONSIBLE FDI ANY ARNING TM HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN �rS TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE - `ALPINE CONNECTORS ARE MADE OF 20GA GALY.STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG �+A446 GR a EXCEPT AS NOTED. APPLY CONNEC76os TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130. 150 C 1/0A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _. TOT.LO. 47.0 PSF 0/A LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER CO R10� R - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .,G Q;� DUR.FAC. 1 .33 IN ONLY, ANA SHALL NOT BE RELIED LPN iN ANY OTHER WAY. DESIGN TO TIE TRUSS ERECTION CONInACTOR. INE E„' --TPI n INSTITUTE, NAT A N F A F r T N �''N'R n ."'` SPACING 24.0" TYPE j aCk JO 4— T TRAY CDR JACK THIS DWG. PREPARED FROM MPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORDUPLIFT ((LB): 270 200 200 WEBS 2x4 SP /2 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00•PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 37.23. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS PROVIDE CONNECTION FOR 530/ AT HIGH END OF BOTTOM CHORD TO (+)-Gravity (-)-Uplift PREVENTSLIDING. --------------------------------------------------------------- WNW UPLIFT WWW ) WMW HANGER MW* A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 -455/(Jacks Only) i HUS26 - + 27510 -12860(106 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000! )) ` )i HUS26 + 33150 -15501(166 1ply) MTS12 -2000#(2 THIS TRUSS IS DDEESIGNCONTRAEDOTO BEARWARNING: AND/OR SUPPORT ADDITIONAL LOADS MTT28B -4455#(2 Each) (16a)I HG S48 + 6640/ -201990i10G 2ply(% AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NST60 - -4688#(Per 2ply) HGUS48 - + 8000! -26501116d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 -1650#(Each) I HGUS5.5- +11335 -39450(166 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=371 W=1"8 T9'6'4 1'2'1 4+1 T 2X4 (A 1) 8"2 iB a 3 �---2 —�- 3 ----� R=3841 W=3"8 R=141 W=1"8 1. TAG T45 SEO: 68574 PLT TYP,-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 rT ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REauIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF 2 *IMPORTANT N*SMALL NOT BE RESPONSIBLE FOR ANYWARNING tN HANOLING. ERECTION AND DEVIA7I0M FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H19-9i BY TPI. SEE THIS DESIGN ��Ug �'.�� TC DL 7 .0 PSF DATE 12/01/94 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTe9 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` ALPINE CONNECTORS ARE MAGE OF 20GA GALY�STEEL MEETING ASTM OUIREMENTB. UNLESS OTNERMISE INDICATED. i0P - - BC DL 10 .0 PSF DRWG O ARAB 9R B EXCEPT AS NOTED. APPLY CONNEt10RS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACEO WITH PROPER - 5606 - R A G TRUSS AND IIRLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 •0 PSF CONNECTORS PER DRAWINGS 130. 150 C TGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE: 6F _ T 0 T.L D. 47 .0 PSF 0/A LEN. 3-0-0 CONFORM M/APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR I] C 0 Rio,, ? ` 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 IIELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`' .--7► . T ATINSTITUTE. NAT A AT F TRUCT N ''�� ,�„�``` SPACING 24.0 TYPE e C k (A-3611) T J TRAY- R JACK THIS WG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS HtT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 2 2x4 SP i3 N UPLIFT (LB): 290 200 200 WEBSBRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 170.38. --------------------------------------------------------------- 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. --------------------------------------------------------------- MMM UPLIFT MMM I MMM HANGER WNW CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 - + 2751# -1286#0Od 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -10000 1 HUS26 - + 33150 -15500(16(1 1ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000# 2 Each) I HHUS48 - + 42990 -1660i(IOd 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 3786#'2 EeCh) (tOdjl H1A1S48 - * 5180# -2000if6d 2ply� MTT288 - -4455#(2 Each) 16d ( HGUS48 - + 66400 -21991(10d 2ply! MST60 - -46881 Per 2ply) 1 HGUS48 - + 8000# -2650# 16d 2ply CS150 - -16500 Each) 1 HGUS5.5- +11335# -394501160 3ply ----------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=170# W=1"8 1.5X3 10'6'4 m 0 r, 6 P 9. 2X4 (Ai) •_ '_ 4 3 a3 4x5(R) �--2 - --- 4-3-B 5' R=445# W=3"8 R=7# W=1"8 TAYT. T44 SED: 68572 PLTYP.-ALPINE DESIGN CRIT-TPI OTY 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF x IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN SHR RU$R E��i� TC DL 7.0 PSF DATE 12/01/94 FA \\vVNAv\ FAILURE TO WILD TIE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MADE OF 2OGA GALL STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG O AAAS GR B EXCEPT AS NOTED. APPLY C@MECIORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MIT"PROPER - 5606 - BC LL 0 O PSF RAG TRU49 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PlYM000 SHEATHING, BOTTOM CHORD M - CONMECTORS PER ORAMINGS M. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE $TATE OF TOT.LD. 47 .O PSF DSA LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF MOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER P R SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF TN IS �. 0 R10 Q'` DUR.FAC. 1 . 33 IN ONLY. AND SHALL NOT SE RELIED UPON.IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, INEEa`'" .—TPI - TRUSS PLATET T T NAT NA F T FOR WOOD CONSTRUCTIONRRr SPACING 24.0" ITYPF spec T 7'0 TRAY END JACK THIS DWG. PREPARED FR M OMPUTER INPUT LOADS 6 DIMENSION UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP f2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP f3 BRG.LOC FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING-(1991-SBC) REACTION OF 267.44. --------------------- ---------- ----- ------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REGUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- WWW UPLIFT WWWxWW HANGER xWW CONTRACTORS WARNING: H5 455f(Jack$ Only) HUS26 + 27510 -1286f(JOd Inly) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000f I HUS26 + 3315f -1550#060 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000f(2 Each) 1 HHUS48 - + 4299f -1660f(fOd 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786f(2 Each) 11001 HHUS48 - + 5180/ -2000f(i6d 2ply` MTT288 - -4455f(2 Each) (16d)l HGUS48 + 66401 -2199fj1Od 2ply) MST60 - -4688f(Per 2ply) 1 HGUS48 = + 8000f -2650f 16d 2ply) CS150 - -1650f(Each) 1 HGUS5.5- +11335f -3945#(160 3pIy1 --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257# W=1"8 11'6"4 M 1.5X3 0 cm 6 P;- 9' 2x4 (Ai) - �3 .d 3 J.._ B 4X5 (R) �---2' 4'3"8 2 8 8 ---� 7' R=526# W=3"8 R=27# W=1"8 T H TAY T43 SEG: 68570 PLT, TYP.-A P NE DESIGN CRIT-TPI OTY - 4 TOTAL =< 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .O PSF REF t *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 01us � �� TC DL 7 •0 PSF DATE 12/01/94 (� FAILUAE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `\\\` ALPINE CONNECTORS ARE MADE OF 20GA GALY.•,STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG A448 GR B EXCEPT AS NOTED. APPLY CONNEC�iORS i0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC L L 0 0 PSF CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T O T.L D. 4 7 •O PSF 0/A LEN. 7-0-0 CONFORlf W/APDL[CABLE PROVISIONS OF Hp4 C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE ll/fl9 t1 FOR PROPER C 0 RIDS' ? ` SEAL ON THiS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATiOM. FURNISH A COPY OF THIS �. Q', DUR.FAC. 1 33 IN OMIY. APQ SHAH NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOI. INEEa`', SPACING 2 4.0" TYPE spec W--TP "T Ai T i T NAT A F A F T T N ��N�� .��` Te r-lift,rate of 0)"Crupancu (situ of Atlantic ifiencll — Nlorida Department of +Nutldtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Single FAmily Residence Bldg.Permit No. 10622 GroupW.frame Type Construction s/f Fire Dist' Atlantic Beach out o nt Drive Owner of Building Centex Homes Address,ACk g i lle, FL 32216 &,; Address 1�9 inkside Drive Locality Atlamtic Beach, FL 32233 By. D(7N"t. FORD L-w� Building Official Date: } POST IN A CONSPICUOUS PLACE X CITY_ OF !!rr Office of Building Official REQUEST FOR INSPECTION Date �' J t Permit No. Time ��t A.M. Received /. P.M. ' Jo ress - acality t 's _-_ __ ContractorDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Footing ; Rough Wiring E Rough Air Cond. & C Re Roofing C Blab C Temp Pole C Top Out C Heating Insulation ` C Lintel C Final E] Sewer C Fire Place C Zt��f /A6.--' Fre Fab "( READY FOR INSPECTION A.M� Mon. Tues. �t Wed. Thurs, Friday P.M. ( l t CJ A M. Inspection Mares_ ' ____� P. Inspection Ma..! Final to C ificate of Occupanc 1 Date _ c� c, t 5 CITY OF j��zK,tic f each - �wuda 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 ------ - TELEPHONE(904)247-5800 FAX 247-5805 997 SUNCOMCOM 852-5800 Chris Ham 1579 Linkside Drive Atlantic Beach, FL 32233 Dear Mr. Ham: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: 1579 Linkside Drive a/k/a Pt. Lots 97 & 98, Selva Linkside RE#172374-6085 Investigation of this property discloses that the Building Official has determined that you are in violation of Chapter 24, Section 24-164-The current fence does not enclose your swimming pool as required. A 4-foot fence is required on the east side of the pool running parallel with the retention pond. You are hereby notified that the conditions above described must be remedied withiin fifteen (15)days from the date of your receipt hereof and this case will be turned over to the Code Enforcement Board. Under Florida Statute 162.09, the Code Enforcement Board may impose fines of.up to $250.00 per day for a first violation and $500.00 for a repeat violation. Sincerely, r Kart W. Grunewald Code Enforcement Officer KWG/pah Enclosure cc: Public Safety Director Ed Martin VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED cec#6681 Z 425 122 585 -US Postal Service Rbc-4ipt for Certified Mail No Insurance Coverage Provided. Do not use fpr International N i( See reverW Sen o St t ! A P6 Ofic , I e Postage $ Z Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom&Date Delivered / U cl Return Receipt Showing to whom, a Date,&Addressees Address o TOTAL Postage&Fees $ _ 7 M Postmark or Date 8t q-a `�7 I �`,'�'� --•rte _,_ .� r-.��.; �;..... r s d SENDER: V ■Complete items t and/or 2 for additional services. I also wish to receive the as ■Complete items 3,4a,and 4b. following services(for an a ■Print your name and address on the reverse of this form so that we can return this extra fee): .. card to you. ,�� -J 8 ■Attmm?this form to the front of the mailpiece,or on the back if space does not 1. L�NAdressee's Address d ■Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery r •The Return 9(eveipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. TLm 0 v 3.Articl Addressed a 4a.Article Number $ E 4b.Service Type E � m c0n >j`?g �j , z ❑ Registered L rtified 0 ��' ❑ Express Mail 1LI Insured S as G��•�� ❑ Return Receipt for Merchandise ❑ COD a2-2 3� 7.Date oI' Z a ¢ 5.Received By: (Print Name) 8.Addressee's Address(Only if requested W and fee is paid) t g 6. 0 2T 11, December 1994 Domestic Return Receipt i PSfl-3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION ------ ------- 'LOCATION INFORMATION Permit Numbers 15285 Address: 1.579 UOKSIDE DRIVE Permit Ty e.FENCE . ATLI NTIC SEACH, FLORIDA 322? 3 Class of Work.-NEW LEGAL DESCRIPTION Constr Ty��e.CONCRETE Block:, "Lot APT 87&9 Tarps t Proposed Ute.POOL/SPA Se tiow 2 Subds 85&85e Rng; Dwellings : 0 SubdivisionI SE V`A LINKSIDE I Est . Values 0 .0 Improv. Cost . 500 .00 I Total Fees,: 10 ,00 E I Amount P is ' 10 .00 T ?ate a 1997 jWork De BALCONY RAIL CUSTOM TRI ATES P1Pil FENCE PER PLANS ATION_ APPLICATIONPERS -,._---- ame,,� kI T 10 .00 A,ddnE aU h.#u RIVEge 1 FLORIDA 322�3 0y sof - 70 ,,.A e C R!1! FORMAT 1014 `p Name: .PR y RT I ` .Addy. o � y I' Lic :, Exp: i TY 1 >r r I g NOTES: r NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUIL ATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN'PUBLIC SPACE,AND MUST BE CL£A ,6P AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER ,X4"FAL RE TO G4MPLY WITH THE, MECHANICS' LIEN LAW CAN RESULT 1N THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED �CORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATIOW*F APPLICABLE PROVISIONS Of LAW. ATLANTI H BUILDINgDFpPART ENT By: + APPLICATION FOR FENCE PERMIT Owners Name C_�Ni 5 a ti vN l Phone Job Address ' S '�q L �,s', �p Z r L Lot Z3 Block and/or Unit # Q Subdivision � Q'ya 1.. ► v� �� 5f ��' i Contractor if different from owner & Valuation of fence $ _ CSD ' Corner or Interior Lot Zvi 10- , u P Type of Construction Show location and height of fence as well as location of street(s). RECL;1 1: D SEP 2 4 1997 City of Atlantic Beach Building and Zoning 0� Owner Signature _ ci.�''✓'Z/ Date 9 Contractor Signature Date 1 1 ........_---��_...�._y_.�.....��_...�__.._.�.��. �',..v...��.�►.� �� 1` `11 / (.� /'I v. Q ':.i�. 'x.�. ..,... r, . '} �.a.,T Thf SK �S~� �"_1'•, xy �c...": '.".+'� N� ;o DRAWING ACCEPTED: DATE: ESPECIALLY DESIGNED FOR: DRAWN BY: t trSEZN�6 r, a J / h/NIC ��Ll✓r � SCALES /If "T V/ �( )4 �AT� J j G L 9? (l, r- V1.5EP MAP SHOWING BOUNDARY SURVEY OF 1d9T Of 401*5 97 ANI, 946 AS SHOWN ON MAF OF .SEL vA Z AsVle5l,DE r/AIrT AS RECORDED IN PIAT BOOK _'4?._._ PAGES i 65A.OF THE CURRENT PUBLIC RECORDS OF OUVAL CO, FLA. FOR: CENTEX wameS CzPr°awwlaly NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOTE, EYNTL�N.f ARf saow,v Tirr!/f lif1V 4Na Wgf79 ftp ,10 roc vex nc oe OAruv Of/929 Na7E� SEE A1TA,cC'�NEO LEGAL OESC�?'/PTic1N. -- --. -v - --•--� -- - _._____ __._ ^__ a.o��t�t�;.P/3oB. •• Y . 1477b sd.cr/9 a /�G'"¢J�•dt7'iV ✓0.QQ ' °4 �S►• /¢8,�3 �: 7-1p, 4s•nhd �--EASEdiE�7 !l.00' FiviSN fie»,v Ec.•(it.o�7 � �"Q s STORY s&,crd //00 R � o W o �, x! /579 Wv ,Zm p, O Joe e U fOR .f vB N/7I;EAD;1vw.'AT - I 4CCF_5S-�-U\R`-^`t*//N NCsEO ---_. _ � �i b !E�d wA►[Q � l.9 0. r 66 n j/ �, /CITY OF n 4&s� 4-c /3�—I Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. t� Received` /� P. . n ! / / !! Job Address V Locality. Owner's Name Y —6ontraet �~ BUILDING CONCRETE ELECTRICA DUMBING MECHANICAL Framing - Footing ❑' Rough Wiring Rough ❑ Air Cond. & ❑ { Re Roofing _ Slab y Temp Pole C ❑ Top Out ❑ Heating Insulation Lintel ❑ Final O Sewer C Fire Place ❑ READY FOR INSPECTION Pre Fabr^ L Mon. Tues. Wed. Thurs. Friday M. C1 A.M. Inspection Made —P.M. Inspector— Inspector —.- Final Inspection ❑ Certificate of Occupancy _ Date CITY OF 41 I - I Office of Building Official REQUEST FOR INSPECTION _ Date. ____ Permit Na Time ASM.,. Received Job Address Locality Owner's Name _ F Contractor T v . BUILDING CONCRETE ELECTRICAL PLUIIJ�SING MECHANICAL Framing Footing Rough Wiring Rough P Air Cond. & Re Roofing D Slab D Temp Pole D Top Out D Heating Insulation D Lintel ❑ Final D Sewer ❑ Fire Place D Pre Fab READY FOR I SPECTION L Mon. e ' � ed: Thurs. Friday fPM. J A.M. Inspection Made T� P.M. Inspectorl Final Inspection ❑ Certificate of Occupancy D c Date �t -__�c,_ DDCITY OF 9qit3P444 rt Office of Building Official REQUEST FOR INSPECTI Date �' Permit No. Time ! -w <'. A.M. Received <' P`Mm re r � Job Address ca ity 9 Owner's Z Name — Contractor, " BUILDING CONCRETE ELECTRICAL PLUMB*G MECHA ICAL Framing El Footing G Rough Wiring 0 Rougtf -- Air Cond. & Re Roofing C Slab ❑ Temp Pole — Top Out a Heating Insulation C Lintel ❑ Final G Sewer r Fire Place Pre Fab . y READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday Inspection Made inspector - Fina!Inspection Q 1 Certificate of Occupancy G ,fes Date V , __ _ DEPARTMENT 0 F BUILD1140 CITY OF ATLANTIC BEACH PENT INFORMT'ION - - LOCA" IOId INFCRAlAT ION fermi tNumber, L 8a _ Address. , L NKSIDE DRIVE gel lit Type:SWI1+1>? IkTO POOL AT'LANT'Ir BZACH x FLORIDA 32233` OI.B s� alb Work sNEW,: . w. ------ LZOAL ORSCRIPTION -_-_-� .. .� Oc $t T Ia W CONcRLT �Bl oc LotFT 97698, Twp Proposed USe;PO0L/SPP SectiOtil 2 Subd:85&85m Rnc L)w l l i nt t 8ubd%v $,J on.r SEL UA L:'I N'KS I DE zst, value; 214pr€a .` Cott : 19,x l t# 00 Total Feed 0.00 Amount 30 '00, Date; / .997 x work . ' IMKI1 G POOL PER ,PLANS .. _ .w a „ TIt? x, APPUCAT�ION I FEES 30 Nam '� ,: a LIT Ad DLtI E' 00 I# I,OR I DA 32,2 01 r ry ri r 1 r r r A ;a c ,, A R ' ORNAT I t N Name,*'�13U ID JACKSON BEACH FL 32250 Q: P0 �vf��4�y NOTES:' RZIN1101ICI SMK Off" RET" TION POND,. MAIC SX 1 NOTICE ALL CQNCI'#ETI FORMS AND FOOTINGS MUST BE#NSPrf3CTED BE:FtyRE POURING" � i PERMIT VOID SIX MONTHS AFTER DATE OF ISSU BUILE7ING.MA1 ERIAf+;RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY<SY EITHER CONTRACTOR OR OWNER,' ` URETO C( PLY 1A/iTH THE MECHANIC$ LIEN ,AIN CARRESULT IN d APRTY wEt� PAYING TWICE FOR BUILLNQi lMPft ?�/ M.Eht?`'S." { ISS ACCOROINO TO APPROVED PIANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO 1tE}/( A # jN Ems. v +It . ATION, APPLICABLEPROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARrM WE c' 1Qi 8 By: L CITY OF ATLANTIC BEACH APPLICATION FOR POOL PERMIT Job Address- Lot ddressLot _Block # Subdivision fel-V,} LlLg INF . Uti 1T Z Owner C}IQJS >�>4iY► Address IS--? �IuLLS/DG" Contractor �,e,e S✓,DE PVV(,� Address 3I'? F& UH t3�-L)1) License Number � �� (T )?S Valuation' $ dp,00 Gallons SITE PLAN front N N. Pi a cu rear Signature Owner Dater3 Signature Contractor Date 7 4 RECEIVED APP 1997 City of Atlantic Beach Building and Zoning LOT 97 0,'F. 056 V ) MAP SHOWING BOUNDARY SURVEY OF �A�?r Of LDs 9� Awl 9A AS SHOWN ON MAF' OF .4 41AIAeSIV.6 41411r AS RECORDED IN PLAT BOOK 47._._. PAGES 05 65A.OF THE CURRENT PUBLIC RECORDS OF DUVAL CO, FLA. FOR: crmrEX womeS CQ,PPORRTictIV NOTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. NOT[:EL LJTlOy Ff sMewAt rAaf ltf,07) 4, -AWRIV A iov4c oeoverle srrcr-c oc ogrel" or-,#29 NOTE: SEE 47,r,#iv(,f0 ,e F6A( 4E5C,?/Prfr/(7N L`'V ly5lo e o it�r�% 3oB.it'•� sso f.4 7!&l W- S.50 re,0' A• !4775 �s.c:� o /16'45=00W- 50.00 v.4 �� iae.23 a /6 7',a`rf; AJdVi .ii.sf)45� .Sfill qr srdcco tS ti03//00 • Q o�o 0 ' or1575 M H S w °J tda oc W 67 4vit IN cs O BAi�t.enH.e c- ` EA Etil l fOR U TE/v 7 O /✓�O.VCE b �FAfE d lv,I�t•0 l9 0' � �_.. �� p• .diNNGE EASENIEN7' P . O oma,F-9 � O - ,��! oo`E - 55.50' r L Pr---cc,-7//?x/ 7. T -r c. ,,.lv S,U/P P SOt�1/� , RArUGE Z 9 E/!5 T - o , N. 1 ---� •,�'r^=r�Y•�' ^;J � 11 1 :.jar .:u 00 1111 �Illi :..--it►i=-1111 s �' ' � F fFlti F�t�i My, iHK><C14LL•/ POOLS AI10 CONSTRUCTION T K. 1+1.1144 111 0,A411 OLV O. • _.. ._._.....li4ildC;l1:1!•lS.S:�w.`:,!a f,..','i.�:.11�� TSR 3844* DII PARTMENT OF BUILDING CITY OF ATLANTtC'BEACH VOMIT-, INFORMATION LOCATION FORMION �,.lormit T 13995 Address: i579 LINKSIDX X DR.I' Permit` T"Ype:SHL*C "RI AL ' ; ATLANT CBEACH, POR IDA 32233 of, W*rk,.ALTZRA' TON -- LrtdAL DESCRIPTION 'Constar. Type, Block. Lot :.PT 97&1,8 Twp;. 01 Proposed Use-.0 POOL/SPA 5ecti oat. 2 5ubd's 85,68.5s Rnq;s I3a Dwelling ", s ,u� L NKS I R Est . value:::" loprov. Cost,t.. .QQ Total Pe 3,5 00 - , _.: -- A �L I C�T�ON PR .... .�. �Na VOMIT 35.00" Ad .9 L Oil I D5.1 v7 *�'yr t`..F 4W' 7. F C A, R ORMAT I ON -bp ----- ALL t� �+ fey r y�i+� .,,... +t A,g10 v yy L1 y�.7 L'"aLt�f I*w JACKSO PLORIDA 32241 LibI Y T m NOTES: I j i NOTICE—ALL Ct?NCI9CfTE FORMS AND FOOTINGS MUST BE IWSrPI:CTEI;I BEFORE POURING , PtAMIT VOID StX MONTHS AFTER DATE,OF ISSUE BUILDING MATERIAL,RUBSISH,AND DEB`R4STROM THIS WORK MUSTPLOT BE PLAf'rED IN I UBLIC SPACE,ANIS MUST BE CLEARED UP A0 HAULED AWAY8Y E1'I•tiER CONTRACTOR C?R.OWNER ^. i +ii�' *. "#w�T �i y Tt, tir�1✓ " " * ` i{ ME/+►CHAI` +rp � Lt # ! �: + * 7ir/. IN Fd- EN t ISSUED ACCORDING TO AF�PRC?VEO PLANS WHICH ARE PART OF THIS PERMIT AND SU�J�CT TO ,:REVOCATION FOR VIOLATION'OF APPLICABLEPFV}IpNS OF LAW. . ,.tx. IPAO x::m ATLANTIC ACH BUt IN(7G PA,tTMENT °atll � ," apr By: r*■, CITY OF ATLANTIC BEACH, FLORIDA 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. CV4, c ELE TRICAL FIRM: MASTER EL TRICIAN SIGNATURE Jou NAME �m _ ADDRESS:/ J ?l G tti��u �� — RFD BOX BLDG.SIZE BETWEEN: RES.1 ) APT. ( 1 COMM. ( 1 PUBLIC ( 1 INDUS. 1 1 NEW( ! OLD ( '` REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( ) SIGNS 1 1 SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER l 1 ALUM. 1 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-NEAT O-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS 11AR 21 '94 03*49Fh1 BLDG & Z011IIIG F. 1 PUBLIC WORKS DEPARTMENT Building and Zoning Inspection Division E QPERTY QWNER�AFEWAYMFUR SWIMMINQ PQQL MRMIT To obtAin a permit fox a swimming pool, the City of Jacksonville ordinance Code, Section 328 requires the owner to provide the safety features listed below before the pool has been complatedt 1. Minimum four (4) feet high fence, screen or barrier enclosure with self-closing, self- lstth�ng, lockable gates. All access gates shall have a self-latching device and be equipped to accommodate a locking device. Gates forty-eight (48) inches in width or less shall be self-closing. 2. Maximum vertical clearance from the bottom of the fence to grade is four (4) inches measured on the aide opposite the swimming pool. 3. New fencing that is constructed of horizontal and vertical members shall have no less than forty-five (45) inches between tha horizontal member and the grade providing the horizontal member shall be located on the swimming pool side of the febce. Existing fences with horizontal members less than forty-five (45) inches apart shall be allowed if the fence is properly maintained and if a four inch diameter sphere cannot be passed through the fence. Spacing between vertical members shall not exceed four (4) l.hs:hes. _ The fence or barrier must be constructed so As not. to provide footholds or other Physical characteristics which would enable a child to climb over the fence or barrier, Chain- link fends openings shall not exceed two and one-half (24) inches. 4. All access gates shall have a self-lAtching device and be equipped to accommodate a locking device, Oates forty-eight (48) inches in width or less shall be self-closing. S. The self-latching device shall be no more than thirty-eight '(38) inches from the bottom of the gate and must be laced on the swimming pool side of the gate and have no openings greater than one-half (t) inch within eighteen (18) inches of the release mechanism. S. Above ground pools four (4) feet or more in height need only be provided with a barrier or fence around the pool access area or decking or may be secured by the utilisation of a self-retracting access ladder or a removable ladder which shall be removed *hen the pool is not in use. 7. Unsereened windows leading to the pool area shall have a latching device at least fifty- six (56) inches above the floor. 8. All doors, inoluding sliding doors leading to the pool area shall have a self-latching device. Hinged doors shall be self-closing, 9. In lieu of the self-latching and self-closing doors leading to a pool all doors with direct access to the pool area may be equipped with an alarm device which produces an audible warning when the door or screen door is opened. T)1e alarm shall sound continuously for a minimum of thirty (30) seconds immediately after the door im opened and be capable of being heard throughout the house under all conditions. The alarm shall be equipped with a manual means to temperskitly deactivate the doors for a single opening and such deactivation shall last no more than fifteen (15) seconds. Tile deactivation switch shall be located at least forty-five (45) inches above the bottom of the door. ' 10s In lieu of the self-latching, self-Closing or alarm on door leading to a pool, the pool may be equip ed with a powAr safety cover which complies with ASTM F1346 New Standard Performance �peeification for safety Covera and Labeling Requirements for all covers for swimming pools# spas and hot tubs. 11. All fence, screen or barrier enclosures shall be continually Maintained so as to provide the protection of restricted and secure access to the pool. area. 1 0_ Irmo tf2mu" nr ►peu WnnouUmv vnvwv woo -- R%MCO FORM 400 F8�719.{1 IP::EPAnc IN DVPLICATC) (`ZCo �ullamt# xttu� �cu�tcer�t. The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance. with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property...�Rja....Q.r....4-e?�....vl..v...........Sauq...km) &L.v/.!>zl)..........I...... ...........................................................................................................................................................................................................................I................ ................................................................................................................................................................................................................................................ General description of improve ments..AZ.1.1.Mfr� VC,.tT.......... taL?.I..CYf.I-�9! ..... ................................................. ................................................................................................................................................................................................................................................ .......................................................................................................................................................:........................................................................ Owner.... t �S .... �!� .... .......I..... ................................... ......•...........•. ................................................1.. ...................•.•.•.......... -J ._ .• Address...1. 71......).,/..;6�.JKTQC....../2/�......................../,��,•7�APri�...�c�......,...�. ...................1.�:�:.3:3...................... Owner's interest in site of ilia improvement........................................................................ ..................................................................... Fee Simple Title holder (if other than owner) Name.................................................................................................................................................................................................................................... Address....................................................................................................................:.:...... Conlraclor... GS.�d. .....fppQG ........ .......,.�,... ,.. ,t.... ...................................... Address.... l..2..... c7 G1�.... �.!�.fl............ 1,14C1ISPAIO II-E.. 6�� .. L .. ..........................................7� ....... Surety (if any).......................................................................................................................................I........................ Address.....................................................................................................................................................Amount of bond $................................ Name of person within the Stale of Florida designated by owner upon whom notices or other documents may be served: Name.... ....................................................................... . . Address........................................................................ ............................................................................................................................................... In addition to himself, owner designates the following person to receive a copy of the tenor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option), Name............................................................................... ............................. ......................................................................................................... Address....................................................................................:...:...............................................................................................................•................... THIS SPACE ROH nEConoEn•0 use oN{.Y ` 4/2, /96 CITY OF ATLANTIC REACH 1 1 3 : 5 SPECIAL INVESTIGATION C I 114 0()-7 f}iIPIaA_i AI`I # 414'` (I f'(-)NPLAINT DATE 96/04/2-12 ASSIGNED DEFT/DIV: io PP IORT TY CODE : 0 C011PLAINT TIME -, 12 : 06 : 30 TAYEN BY : KAR11GRUN C-l-)HPLAINANT ; HAH i-IfRIS ADDRESS : 1579 LINKSIDE DR ATLANTIC BEACH Fl, 00000 P H()N E, - 904-2249- 3980 EXTt 1,C,CA T 10 N ,11 6 0() SELVA MARINA DR SELVA HARINA 'COUNTRY CLUB ATLANTIC' BEAC11 }'1, il- . OWNER : SELVA IIARINA C . "" . COM"LATNT DESC : LIGHTS FROM TENNIS' f"OURTS AT SELVA 11APINA ARE DISTURB— ING THE PEACE AND HAR11011Y CJ' PE,IIDENT.-') THAT BACK UP TO THE COUNTRY CLUB DATE OF INVESTIGATION - 96/04 / .`2 1 N V ES,11,1 G A T 0 1,, GRUNEWALD CONDITIONS FOUND : AS PER C011fl , NOTT('-rl TO 11ANAGER I'S ON BAST.S OF COIMPLAIN— A N,r Af-TION TAKEN : MANAGER JOHN LA LIBERTE 246-482-1 4- 22-96 11 : 15 NOT IN LEFT IIESSAGE TO CALL COHPLTANCE : NOTE A? -7 l 11�14 t u5 i 1:lJJ I.hRSUt d '_"u f-'U,. MAP SHOWING BOUNDARY SURVEY OF AAARr 41-if gars 97 ANd 99 AS SHOWN ON MAP OF X41. V-+ ZIAI4`51,040 41AIlr AS RECORDED IN PLAT BOOK 4-7 _ PAGES 664 -OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: cENTEx hOAMS [2fRWATWAI COTE: BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT. ,L da rWaw,v WS' 7,4,O • Nr . t vw /OTE� .f�E ATfAC.VEp.1Er.4L DE.�CRIAT/ON. L'/�t/h'S/D�` �C3�/YE' �:�o•answr a��..+r� a,atm.pr;^IA"./t,,r•aso a, 147,70 �� JV '4d%od'AV- S'0.00 , 9 '4' ova /fes?3• 4,; ,• s s JEA. EASBAis.•/7 sl - � �, 4 p � Vim► tl //� F/N/SN fL�,i► /7./r�ori 4- SfORY STdCrO !/Oo' �• l7lr/Ett/Nidi 0 qW44� JE u a M 4.r '' h * �o�AolsC U O AWOO '4 V b • o r< J ;� � s y;°� � •r lol°f e��a�� Q tu j 1 EASEMENj f4� ,O�TENT d ,� C'CBSJ'•�UR M•4►i,v �p,c/CE • d !ai o�'w rc4 •'r �� 20• IJRA/.t/gGE �'ASEtiJENT 15 G'Ife5= 00"e — 55 gyp' s G•.45:0o qA sa • fa Q I O A CITE` OF ... Office of Building 1 iciai ✓ / �� p REQUEST FOR INSPECTION Date_ 7 5 Permit No. �/ Time �� i'� --A.M. Received �_.� J P.M. Job Address Locality Owner's Name Cr' tractor UFL NG NC E C CA PLUMBING ECHANICAL Framing _ Footing irin f� Roug Re Roofing C Slab Tem Pole Top Out E Heating Insulation; C! Lintel Final Sewer Fire Place rl Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed. Th Friday __P.M. A.N Inspection Made _ Inspector_ � a lnspectlon Certificate of Occupanc , a CITY OF r�i�it�ctic �'iack - �le►u'ala —-- --� goo Ao0 Moorw ATLANTIC DF.ACHCH.FLORA 32233-5445 TELMIONE(" )247-SM FAX(9"247-SSS NOTICE TO: Water Department FROM: Building Department DATE: / � 5 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 u 45 / ,2t..E�Dl�r �/, A rely, Building Department t DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ---- 0--�_------------------ X162- --�-7- - ----------------- ------ ------------------------------------------------- --------- --------------------------------------- -------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDIN INSPECTION DIVISION cc:FILE a o � � � & . R » D \ \\ C) � . Q� « — � \ 2 �/ \ > o 4h SID � § 0 � . .. CD 6 a . GG%\ $ . & k . _ ��//4�-**,,-- // l CITY OF 9 l Office of Building Official ! REQUEST FOR INSPECTION m o Qate r� �1 Permit No. Time A.M Received !(L/r r _P.M. Jo Ad ess Locality Owner's —rr Name Contractor V t Its NG CONCRETE t, ELECTRICAL.,- PWMaING� �4�ECHAMa� Fr -_ Footing Sol, %ring +�o+t9r Re Roofing Slab -" Temp Pole Top Out Heating Insulation Lintel Final Sewer Fire Place _ Pre Fab READY FOR INSPECTION A.M. Mon. Tues Wed, Thurs. Friday `P.M inspection tvladt 77 s/ _ - ! Inspection Certificate of Occupancy Date __�- t TRANSMITTAL DOCUMENT FOR JEA DATE: The following permits have passed "rough" inspection: Permit//No. Address Rn=h=M Mz=cx)uzx*rbckKG*Mn dxcxofx VmzndXm. Please update your records accordingly. Than , BUILDING CLERK CITY OF ATLANTIC BEACH /vcb 1,084:9 k DEPARTMENT OF BUILDING CITY OF ATLANTIC REACH - - -PERMIT ISPORTION .: � __ - ------- L+OCAT I ON I NFORMA'T"I ON ��.------- 10849 d e : I57'0- L INKSIbZ DRIVE. "' P rtait Type,i MECHANICALATLANTIC BEACH, FLORIDA 3223 f work:'. NEW - __�-� -_�- LILOAL DR-SCRIPTION -�..___ .... C+ x 4 Ty Wbt I FRAI Ir of: a k» 5 cti�ri;: E P aed use; 'SINOLZ FAMILY RN'G 0 iel l,n : I Cade: 0ubd orii +n» SLA LINKSIT�E r ed Value." $0 ,00 lmr6v.. cost :, $0 .00 T�"I~al `Fe $4"7 .00 Aut S.4'7 .010 t HEAT ANI? AIR; INNEV 101�lH d APPLIC�►TION FEES --' ! 'BION .:,.. N IT , .00 z R DRIVE ATTR FACT FEZ 0.00 FLORIDA H h It1L?ON OABII±R. 0> ► C �' IC -�------- RADON CAB �5 � 0 .0b AIR OAP I TAL 'I 1PROVE. $0 .00 � ` 31LC C C7 1L t "L 3225.'? CROSS COMMON $0 .t�0 I TTp 0 RFC: IMPACT FEE 0 CONST.SURCHAROE $0 .0 Norm [° NOTICE--AL1.CONCRETE FOAMS"AND FOOTINGS MUST BE INSPECTED BEFORE`PUURING PERMITVOiD SIX MONTHS AFTER DAit�©F`ISSUE, BUSING MATERIAL RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE AND MUST BE " CLEARED UP i4Nb HAULED-Il1�lAlfi ICY I THER,CONTRACTOR OR OWNER �FAILURETMJ t »Y:wnH THEM C IAI S L,I ! LAW CAS R ��ULT I ` � I� R ►Y NGTWIGE Fes' THE 1 A ' ISSUED ACC(7Rt?tIf(G'TO APPROV, D PLANS WHICH/ARE PART OF THIS�PERMIt AND SUBJECT TO REV4CATION,FOR vI TIoN OF APPLIQABLI�PRCCIVISIC3NS OF`I.AW. #!7 !OF- ATLANTIC' ,.ATLANTIC' GH S1 ILDING I)SPARTMENT y' rs ^ ��}}��jj__ ��.�{,,� CITY OF fY�(�t�iL�fc ll 'E GL-999 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PM. ti Job Address oeality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLU�AI -- MECHANICAL Framing Q Footing D Rough Wiring .s Air Gond.& D 3 Re Roofing 0 Slab 0 Temp Pole 0 Top Out Heating Insulation ❑ Lintel Cl Final [, Sewer C� Fire Place Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed, Thurs. Friday M. f � A.M. Inspection Made ` P.M. Inspector Final inspection C Certificate of Occupancy Date CITE` OF 13 ej- Office of Building Official REQUEST FOR INSPECTLON Dale_V�� Permit No, ✓ Tuna A.M- Received _ P.M. Job Address Locality Owner's Narne _ — Contractor 1� _ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing Footing - Rough bVirino Rough ❑ Air Cond.& Ra Rooting 1aTemp Pole Top Out C Heating Insulation Lintel �' C Final C Sewer ❑ Fire Place C: Pre Fab READY FOR INSPECTION Solon. Tues Wed. Thurs. Friday f rA.M. -- inspection Macc ___. � P.M. -- —-- --- -- >o ;tor Fina!Inspection �— Certificate of Occupancy F: Date --------- ------ }- f CITY OF Q} Office of Building Official REQUEST FOR INSPECTIO Dare t 1 9 -) Permit No.Time A.M. Received P r Job Add -.............. y ... Owner's Contractor ILD1N CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 7 Footing 0 Rough Wiring Rough D, Air Cond.& 7- Re Roofing Stab G Temp Pole a Top Out r Heating Insulation Lintel Ci Final w Sewer Fire Place READY FOR INSPECTION Pre Fab A.M. on, Tues. Wed, Thurs. Friday PM. j7` A.M. inspection Made .- t' __ _PM. Inspector Fina'Inspection Certificate of Occupancy =w Date ___. NOTICE OF ADDITIONS or CORRECTIONS ' • - NOT REMOVE JOB ADDRESS DATE .. THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted rt YFYLtl = $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor,Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC 3EACH. FLORIDA 32233 APPLICATION FOR MECHANICAL- PERMIT CALL-IN NUM86 IMPORTANT -- Applicant to complete all items in sections I, 11,.111, and IV, LOCATION Street Addrost: 1. 79 LINY51DE T_]RTVR OF latorsoefing Sl(oetti lstwoon SF)TNOT.F—R(IAT) r And ,A11-;NXIC 1111.m9 9UILDING Jt SELVA LINKSIDE, LOT# 97 SYb•t{iviUOn 11. IDENTIFICATION --- To be completed by all applicants in tonsiderNion of permit given for doing the wort at de►cribad in she abevo statement we hereby agree to pe,Ic•m said .o•t a::: ae•:r .ifh the stfactvd p4ns and ipeciCcationt which ere a pert hereof and in sccordonce rite the Cily of Jectsw%v;I's old;-srces e•a oI good practice listed therein. Home of Mochsoica) Cootrsstors Cessr000r I/rias) MANDARIN HEATING & AIR INC. Matter Home of Property Owner CENTEX HOMES I.D.# 3 SiyaeNu of Owner Signsturo of v Artftvlaod Agent Arshilost or folinur 111. GMBLA.L INFOR"TION A. Typo of besting fres: 8. IS OTHER CONSTRUCTION 9E1NO DONE ON �FlKtric THIS •UILOINO OR SITE 1 YRR ❑ Go$--❑ Lp ❑ NoNfol ❑ Control Utility IF YES. GIVE NU1dlER Of CONSTRUCTION Q 02 PERMIT 10622 ❑ Otho► — sp"fy IV. MiCK MALL EOUIPiAWT TO Of INSTALLED URE OF WORK (tic We cormplsis Int of compo"Ah on bid of this fore) Residential or () Commercial VHut ❑ Spacs ❑ Rscswd WC.nfesf J Hoa f6J� New Building 06 )lir Condr600ingi ❑ Room ow Controf O Existing Building Orct he., Mat«ia1DUCTBOARD & �cs1" & 11,5" 0 Replacememfof existing system FLEX Mssirmww apssiy New Installation(No system previously instatleo) 1�L1n s.fes, ❑ Refr;g.retioa 0 Extension or add-on to existing system Q Coolie boor: Cspscity C) Other— Specify ❑ fire rpriausn: Number of hoar Q fiwo+o. ❑ Mamlih ❑ fYcslebr (nun►bo►) THIS SPACE FOR OFFICI USE oNLy ❑ Gew6ss pomp` (numbs►) (ygeiod) r ❑ TsA& (Armbw) Rorearlie ❑ 1K caeseiaoft (muabsr) ❑ Ue&04 pressure Vero+ ❑ s.A«+ hrmit Approved by pas. ❑ 0 Ae. — Sp+dfy berm)►F*- LIST ALL EQUIPMENT AIR CONDMOMNC AND REFRIGERATION IrQUIPMENT Number Untie DeecripUon Moult Number X"Utaciurer azjr Apprnvlss< HEATING s FURNACES. BOILERS, FIRE►LACF.S (c) q CITY OF ATLANTIC BEACH, FLORIDA a w APProvwdby APPLICATION FOR ELECTRICAL kRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:, IMPORTANT NOTICE: ' IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDAKE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. od� 115V�•1/P� ELECT 1CAL FIRM: MASTE E E _MAN M N NAME,. � _ 6_�Mfl ADDRESS:� 7__l sl j�j2e—. RFD BOX BLDG.SIZE BETWEEN: RES.D(J APT.( ) COMM.( PUBLIC,( l INDUS.( 1 NEW OLD( I REW,l 1 ADDITION( ) TRAILERII 1 TEMP.It 1 SIGNS ( I SO.FT. SERVICE: NEW INCREASE( I REPAIR ( 1 FEE CONDUCTOR SIZE AMPS 15D COPPER I I ALUM. SWTCH OR BRE ER t- AMPS !PH W O AY EXIST.SERV.SIZE AMPS . W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. !1.100 AMP6, SWITCHES INCANDESCENT FLUORESCENT b M.V. FIXED 1 0.100 AMPS. OY APPLIANCES I LR BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL NEAT: KW-HEAT 0.1 OVER MOTORS N.P. VOLTAGE PNS NO. 1ILP. VOLTAGE PHS f IN, DEPARTMENT Of:BUILDING CITY OF ATLANTIC BEACH .» ., .. PIEIT I up,0,$ A�I08 �..��.» --�..��..:. t��'IOR INIFOR AT I QN `per t 'tjUmb�r: iBSS s Address: 1579 L 1,NKSIV9 DRIVE Permit Typos ATLANTIC `II ' :CII�`, FLORIDA 32233 C: ;tsS of' tsar 3I ...».» . .. .IrAL Ctnr: � Wt9 I Las x _ i dan. pr4pc��s d Lls S I DLI LY �'oOn sh.i a I' : 1 Coder , `. Su€bdi v i s .pri t�I Esti t d va►'l u ? 0.00 Ttoprov Cyst: # 00 '.at I eels 5,57 Amo 5,7 .,8 Nc� UI MING Its MEN HQML a m :.�'.. A I A I ON, p 'Es, � -....... • ' DRIVE WAS I?AC's E�IwE $0, 00 Aci Fessytl . L:CRIy R1 DQB' IIB I~I J .- $0 00 ke RADON CAB 00 L VE FSA. k0 CR£?8,5 C3IIiI�I GTIOt $fl .f?Ci Li 4 �Tp SEC IlAC ` EE ' .t?€ CO"T:SURCHARGE $ D :00 = - - .ft-~mow"��' €,'��'S�rom��.,wwm. rea c NOTES: NOTICE ALL,Ct"3PI ETE FORMS AND FOOTINGS MUSS'BE WSPfC'f 0 BEF?bRE.PCtURING PERMITvolo SIX MONTHS AFTER ►A`T#=,OF ,S,SUl BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BEP IN POBLIc SPACE,AND MUST BE r P LEARED UP AND HAULED AWAY;By EITHER CQNTRAGTOR CSR OWNER = URE T0001" �` t H "SHE' A ' HA C' # 1 L ►►' ., N ILT. td ' " PROP�F "�" t :PAFORTY `' HL? � �. iSSIJB©ACCORDING i"fJ,+ PPRfli=t PLANS.WHICH AR>c PART OE 1`i•iiS Pi*IMI " i+J©SIIBJEOT TO REVOCATI }N FOR VI ON OF�kPPIwIC�1I�#J�:I�RC�1fiSIONS.OF I.AW. Ff ATLAiiTIC BEAGH BUILpIN(�i DEPARTMENT t CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR ✓ AND ADDRESS: q ILI ` ryj TELEPHONE NUMBER: 04 5C�Q) d r STATE LICENSE NO: - r TYPE OF BUILDING: TYPE OF WORK: rss)j,L2LaL .01 Ltm HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS _LAVATORY I WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER I - C?d TOTAL FIXTURE COUNT: 1 s $3.50 + $15.00 ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 � t DEPARTMENT OF,BUt . tO � �, tt 04; livt, " C1TY OF ATLANTIC BEAC . LOCATjot P rtr, i mbors 1, 62 2,,cl ass of work ' = ► " SI ' Cat Type W301 Loi : T vrk w . + t o M ,u Prc oozed use: ,.�3INOL tto PAX To ip 0 Dvol l i ngs: 1 +�+��. D Subd3 vi�s3 0�►; SRLVA L RKS'�DS _ ' Stiinated value,. $07,7185 00 fmpro so,.'QCI 774 ` o '774,f 4 na 14" ROM En >� k +'w T iT $63 ,00 or E DRIi7� a 1i �"! � 3£1:t ,; ef e AVIM" 22 4 RA 000 B-H,R.S, $7.83 RAR $Ct. 41 . tt. �tltts. RBiT a 3 , ' AL, TM- i A BR ... ; _ 4C' '2216 GRQ3B 1jN ° 04 X35 Ott Sec d COS ,SO e - s e.,, � 4 ' 0 ��,,.„ytwa, r•9xi .tar ws:raxen' r. .t. a - w 0 ilA f 4 NOTICE-=ALL E t CRgTE FORMS AND FOOTINGS MUST BE�nISPECT�D"BEFOf%E POUR10 F'ERtUI{T VOID SIX MONTHS AFTER" tE 1 1 MATERIAL, Rt18BISH.AN DEBRIS FROM THIS W08K MlJST t LACED IN Pl�BLIC SPACE,AND M CLB, UF'aN0,HAt1LED: #WAY BY EITHER CONTRACTOR QR OWNS URE M-�0� C 11I'Tt THE MECHANICS", VE L��til CAN ESU RC ' ,""PAYtIG1`11�1'10ECRTM1' 'ipfVEtE1�TS , { I£ ACC RDMN TO APf?RC} EI PLANS WHICH ARE PApT OF THiS P" IT AND St BJECT T©REVOCATION" R V ONCJF, AP# LICALE PFtOVISiCJ�NS OF-,LAW. r � . ` ATLA tC BEAC LI7 PARTSIIT t t CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage �;L @ $ S.v per sq ft = $ ! (5 J j, Garage/Shed @ $ 1700 per sq ft = $ o �L Carport/Porch Gam _@ $aper sq ft = $ Dee#c @ $ per sq ft = $ r Patio --��---@ $ y 0 0 per sq ft, = $ d' TOTAL VALUATION: S -7 J S 6 0 � $ d c, C, Total ValmAtion 1st $ I0 31,21 s Remaining Value $ jL per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ d206 .0 ' (�) Fireplaces @ $15 .00 $ /3—� c�� BUILDING PERMIT FEE $^ 6, q3•o WATER IMPACT FEE $,_ 6, SEWER IMPACT FEE $ /—a5`v o WATER METER/TAP $ �T,a CAPITAL IMPROVEMENT y SEWER TAP $ (>(,47) RADON (HRS) . 0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ 3j SURCHARGE .0050 $ 22 Z OTHER $ 4�y GRAND TOTAL DUE $ D -27 ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: t CITY OF _ ?ROPERTY DESCRIPTION ; e Y )fast c Oe"41 - <ozida g i 7 716 OCEAN BOULEVARD .ot I__'t_3___Block *-------Section I_ P.O.BOX 25 ATLANTIC BEACH.FLORIDA 32233 ` ? I'D, 1 � g TELEPHONE(Si0412494J93 ''aubdivission s_. � _L�L zs1 -___- street Name • • DESCRIPTION OF WORK )r Address s 1 t J„��_S j�� iJ r •_______ If in a FLOOD HAZARD 'food Zones__4y ______—_area complete page 3. Brief 1 t 1_QgM S Description)_-- --------- ------ Class of Works (New/Remodel/Addition)__ C'%4 :ONING INFORMATION Type of �^ • Constructions_,!�,�_l�G��l� zoning Proposed sistrict s � Use s M_ __�_ Estimated Value 0_�a9 :xceptions or Materialst O G O ariances Granteds�_ Solid or --------- ------ --- Filled IP Grounds Roof s ,�� OWNER INFORMATION ��•-- /� Method of Meetings PropertyOwners_ �Yas�L` C ►� ------N_ Phones -- Hailing Address _-let .sbn�L1� 1 ----------- Zips 3�21 (0 ------- CONTRACTOR INFORMATION N------_---__ Phones IgG_yJ_70 - Hailing / c - Addresss..LALA&SCK.__ O_-X,16 S_�k4 00------------ +L FI ----- Zips IJ a 21 b------- L' Expiration License Numbers_ Q�Q V_.................... Dates__bj9f------ x HERE&Y CERTIrT THAT 2 NAIL ROAD AND EXAMINED TNIsi APPLICATION AND KNOW TUC SAME TO BE TRUE AND CORRCCT. ALL PROVISION: Or TNTC LANK AND ORDINANCES OOVCRNZMO THIS TT►C Or WORK VILL RC CONPLIEO WITH. WNETNEN HP[CIFitO MERLIN OR NOT. TUC ORANTIHO Or A PEIIHIT DOCS NOT IRCSUnt TO OIV! AUTHORITY TO VIOLAS! OR CANCEL TUC PROVISIONS Or ANT rCOCRAL. STATE OR LOCAL RULE:. .l. SCOULATI005. OMDINANCCS, OR LAW! IN ANV MANNCR, INCLUOINO THC OOVERNINO OF CONSTRUCTION OR TN[ �...�' ♦ PCRrORNANCC OP CONSTRUCTION 0► TN! PNWCCT. I UNDCRSTANO THAT TUC ISSUAMCC Or THIS PERMIT IS CONTIMOCNT UPON TUC A&OVC INFORMATION a IMO TRU! AND CORRECT AND THAT THC PLANS AND Su►PORTIR6 t►� � DATA HAVC &CCN OR SMALL &! PROVIDiD A EOUIRCO. `SY A q (f Ovncr Signature -_ ------ -- ---- �,� ;a•l;";�� E Contraatnr Signature_ _ ____ ----_ _Gate ------ p ..EJER To LAVMftel.cmsu" Is To , i B.Y w�.mw N 2 0 or tDd—ILS 1 I o T .TCP nam v >K A. t r F4 r. T T7 T19 n a �O 4NO cTA V mnP t- T17 K T22\ . T21 co T20 W�8 TP FT ON S V E J a ROOF FRAMING PLAN � NOT TO SCALE SHEET 2 2 F mow. �y 1� Wim/ l CD 4 ' J O y O O a � r-, O b =_ DkTE T JOB 4-96n \�fJ HOLMES LUMBER P,ANI: 3400V I(�®��" TRUSS CO. PROJECT: _ \�\ 6550 ROOSEVELT BLVD. JACKSORVLLE, FL 32244 PNONE 904) 772-6100 FAX (904) 772-1973 Jot): (4-36111 T T HIP 7 THIS OWG. PREPARE FROM COMPUTER INPUT (LOADS-& MEN IDN SUBMITTEDY TRUSS MFR TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT ILB): 950 940 WEBS 2x4 SP 03 BRG LOC (FTI1: 0.00 20.71 TRUSTS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) , !1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) -----------`--------------------------------------------------- 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 1-)-Uplift EWW UPLIFT EWEEWW HANGER OMW H5 -455!(Jacke Only) HUS26 + 2751! -12860(10d 1ply)) MTS12 -1000! HUS26 + 33150 -1550►(16d 1ply) NTS12 -20000(2 Each) HHUS48 - + 42990 -16600(Iod 2p1y11 MTT288 -37860(2 Each) (lOd) HHUS48 + 51800 -2000! !6d 2ply) $ MTT288 -4455#12 Each) (164! HGUS48 + 66401 -21991(€(10d 2p1y) MST60 - -46B8!(Per 200 HGUS48 - + 8000/ -26501(164 2ply) CS150 16500 Tach) HGUS5.5" +11335! -3945111111164 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 21 ' 7- 7- 7' 4X8 1.5X3 4N9 m 0 6 v 1.5X3 1.5X3 ,~ m 4X5(A2) 4X5(A2) 444 Rim 3X5 3X7 3X48 �'• 21 ' 2' •I- 21 -+2- 7- ' 27' 7' 7' --- R=2105# W=3"B 5780 578! R=2105# W=3"B N SEG: 68524 PLY. TYP.-ALPINE DESIGN CAIT=TPI GTY - 1 TOTAL 1 REV, 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPOR T ANT*j(SHALL NOT BE RESPONSIBLE FOR ANY HARNING IN HANDLING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN elk � TC DL 7 •0 PSF DATE 1 2/0 1/9 4 FAILURE TO BUILD THE TAM 1N CONFORMANCE WITH OSTOO BY TPt. FOR ADDITIONAL SPECIAL PETMANENT BRACING RE - - O\\\\\V�. ALPINE CONNECTORS ARE MADE OF FOGA GALY.�SUEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 ,O PSF DRWG 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 CHORDBC LL 0 •O PSF RAG CON/ECTORs PER OINAMINGS 13G, 150 L f60A-F, DESIGN STANDARDS MITM PROPERLY AITACHED RIGID CEILING -- SEE - - T O T.L D. 4 7 .O PSF O/A LEN. 2 1—0—O COKORN M/APPLICABLE PRDVtSIONS LIDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATf (I/1/911 FOR PROPERq`SEAL ON THIS ORAWINB APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF 7HIS -. DUR.FAC. 1 •33 tN OMLY, AND SIMLL NOT 6E IElIEO UPON IN ANY OTHER NAY. OEl26N t0 TME TRUSS ERECTION CONTRACTOR. ��''H,, SPACING SEE ABOVE TYPE hiPS 4— T H P THI WG. PREPARE FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY T USS MFR. 'TOP CHORD 2x4 SP t2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, BOT CHORD 2x4 SP 02 N UPLIFT (LB): 570 570 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. -----`------`-------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- WNN UPLIFT NNNWHANGER NMN H5 - -455#(Jacks Only) HUS26 - +N37510 2 -12860(10d (ply) MTS12 - -1000# 1 HUS26 - + 3315/ -15500116d (ply) MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660# 10d 2ply) MTT28B - -3786012 Eech (100)) HHUS48 - + 5180# -2000# 16d "1y) MTT28B - -44550 2 Eech (1601)11 HGUS48 - + 6640# -2199# 10d 2ply s MST60 - -4688# Per 2ply) I HGUS48 - + 8000# -2650# 16d 2ply CS150 - -16500 Each) I HGUS5.5- +11335# -39450(16d 3ply) -------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3' g 4X6 (R) T m 1.5X3 1.5X3 6 (v 3X4 (A S) X4 (A 1) 3 X44 3X7 8. 21 , 1 �• 2' 21 ' _i 2' ..� R=1140# W=3"8 R=1140# W=3"8 TAG Tpp SEO: 68526 PLT TY ._ALPINE DESIGN CRIT=TPI OTY i TOTAL = i REV. 17.2m SCALE =0.2500 `, ALotNE ENGtMEENEO NNRoOUCTS. INC. TRUSSES REOUIRE EXTREME CAPE 12/01/94 TC LL 30 .0 PSF REF (�� *I MPORT AN T X X SHALL NOT BE PESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 9.rw.�" ' 1t TC OL 7 ,0 PSF DATE 12/01/94 FAILURE TO BUILD THE TAM IN CONFORMANCE WITH OSTOO BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PEALPINE CONNECTORS ARE MADE OF 20CA GALV.,STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 ,0 PSF ORWG A448 OI B EXCEPT AS NOTED. APPLY CONNECTORS/0 EACH FACE OF CHO10 SHALL SE LATERALLY BRACED WITH PROPER - s TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LV ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0•0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINGSEE TOT.LD. 47,O PSF 0/A LEN. 21-0-0 CONFOM W/APPLICABLE PROVISIONS OF NAS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER9EµONTHISDlAWINO APPLIES TO TIE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 .33 IN OMLY AN,SHALL NAT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTPACTOR_ .-- T TT NAT N F AT F T , N ''In SPACING 24,0" TYPE hips Job: (4-36111 T T T ATT TH S DM PR PARE FROM COMP T R N T LOAD 6 DIMENSI NS UBMITTED Y TR SS MFR. TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP /2 N UPLIFT (L8): 670 670 WEBS 2x4 SP /3 BRG.LOC FT): 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. RECOMMENDED CANER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-UDlift -------*;-I4-;KIFT--**LOADS NNN UPLIFT MMM NNN HANGER NxM -------------------------------------------------- H5 - -455!(Jacks Only) HU326 - + 2751! -12860110d 1plY) TC - From 74 PLF at -2.13 to 74 PLF at 23.13 MTS12 - -10000 1 HUS26 + 33150 -15500(16d 1ply) BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -2000/(2 Each) I HHUS48 + 42990 -166OO(IOd 2ply) BC - From 100 PLF at 5.67 to foo PLF at 15.33 MTT288 -3786!(2 Each 110d)I HFIUS48 + 51800 -20000116d 2ply I SC - From 20 PLF at 15.33 to 20 PLF at 21,00 MTT28B -4455!(2 Each) f6d HGUS48 " + 66400 -21990110a 2ply) NST60 4688!((Per 2ply) 1 HGUS48 + 8000/ -2650!(16d 2ply) CS15O " -16500 Each) I HGUS5.5- +11335/ -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 4X5(R) m 1.5X3 1.5X3 6 (7 3X5(AS) X5(At) 779 4XI Xgr 21 ' 1-2' 212' -� R=1526# W=3"8 R=1527# W=3"8 w TAgg Tgg9 SEO: 68528 ' P 7. TYP.-A PINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17,2m SCALE =0.2500 ALPINE ENGINEERED PPOOtICTs, NCTRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPOAT AN T**sHALL wr eE REsooNstBLE foR 'ANY' AAN I NG IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OP THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`NrNr MM f`', TC OL 7 .0 PSF DATE 12/01/94 FAjLURE TO BUILD THE TRUSS in CONFORMANCE MI tH OStaB By TP1. fel ADDITIONAL SPECIAL PERMANENT BRACING RE JUS ALPINE CONNECTORS ARE MADE OF 20GA GALV.1SR,EEL MEETING ASTM OUIRE"EWIS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A446 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL SE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N - BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 9 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - T O T.LD. 47 .0 PSF 0/A LEN. 21-0-0 CONFORM M/APPLICABLE PROVISIONS OF MOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 Al SEK ON THIS DRAWJNO APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :� �. .33 jN ONLY, ATO 9HAtl NOT BE RELIEO WON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� SPACING 24.0" TYPE co mn "-- t NATIONAL N SPECIFICATION �'r rr a rr r�r,` 1 4— T T4LITEATTIC THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS S BMITT Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP 12 N UPLIFT (LB I: 680 520 NESS 2x4 SP 03 BRG.LDC (FTI:: 0.00 20.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------ - ------- ---`- - - -- -- ----- ------------- ------------ 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 ------- --- --------k---------------------------^------ - --------- SPECIAL LOADS kkUPLIFT kMk kW HANGER kkk -------------------------------------------------- H5 - -455#(Jacks Only) HUS26 - +k 27511 -1286000d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 21.00 MTS12 - -10000 1 HUS26 - + 33151 -1550/(16d (ply BC - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20001(2 Each) I FIHUS48 - + 42991 -1660#(f0d 2ply BC - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 -3786#(2 Each) (10d)( HHUS48 - + 5180# -2000#(16d 2p1y)) T BC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTTMST60B -4455#- -4688/(IPera2p)ly)6tl))I HGUS48 - + 8000/ -2650#(160 2ply) CS150 - -1650#(Each) HGUS5.5- +113351 -39451 f6d 3plY REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-- 10'6" 10'6" -� 4X5(R) m 1.5X3 1.5X3 6 r7 3X5(AD 3X5 (A 1) 4X7 X8 21 ' 21 ' R=1536# W=3"8 R=1364# W=3"B w TAg s TR SED: 68530 PLT. Ty .-ALPINE DESIGN CRIT-TPI OTY 4 TOTAL - 4 REV. 17,2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOU.nE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL HOT BE RESPW610LE FOR ANY ARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN � c,"e�� - TC OL /-y .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSteB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` J' - O ALPINE CONNECTORS ANE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENIS. UNLESS 07HERWISE INDICATED. TOP - BC OL 10 .0 PSF DRWG A446 GR a 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 R A G CONNECTORS PER DRAWINGS 130. 150 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT T.LD. 47 .0 PSF OSA LEN. 21-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS B TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/90 FOR PROPER CO RIOT P SEAL ON THIS DRAWING APPLIES TO TRE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �,C,Q � OUR.FAC. 1 .33 IN OKY. AND SWILL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �' INEEA` �� SPACING j ■--TP -t AT NST t NAT A F r CONSTRUCT N NN NN�� 2 4.0" T YPE c o m n 4— T TLITEATTIC SA THIS DWG. PREPARED FROM COMPUTER INPUT ADS 6 DIMENSIONS) SUBMITTED-BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x6 SP /2 N UPLIFT (LB): 670 510 WEBS 2x4 SP 03 BRG.LOC (FT : 0.00 20.46 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. RECOMMENDED CAMBER 3/8' AT MIOSPAN BETWEEN BEARINGS. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REQUIREMENTS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift --------------------------------------------------------------- SPECIAL LOADS MMM UPLIFT MMM I . HANGER MMM -------------------------------------------------- H5 -4551(Jacks Only) I HUS26 + 27511 -12860(10d 1ply) TC - From 74 PLF at -2.13 to 74 PLF at 20.71 MTS12 10001 I HUS26 - + 33150 -15500(t6d Iply 8C - From 20 PLF at 0.00 to 20 PLF at 5.67 MTS12 - -20000 12 Each) I HHUS48 - + 42990 -t6600(10d 2ply 8C - From 100 PLF at 5.67 to 100 PLF at 15.33 MTT288 - -3786112 Each) (10d)I HHUS40 - + 51800 -200001160 2ply SC - From 20 PLF at 15.33 to 20 PLF at 21.00 MTT288 - -44551(2 Each) (16d) MGUS48 - + 66401 -2199#110d 2ply ' MST60 - -46881 Per 2ply) HGUS48 - + 80000 -2650#116d 2ply CS150 - -16501 Each) I HGUS5.5- +113350 -3945#06d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS --10'6" 102°8 4X5 (R) I M 1.5X3 1.5X3 1� 6 lA 3X5(A0 X5(A 1) 5'15 �8' X Xi =3 M V� I I 2' 208„8 R=1520# W=3"8 R=1353# W=3" H TAY T5 SEQ: 68624 PL TY .-ALPINE DESIGN CRIT-TPI QTY - i TOTAL i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 )(I MPORT AN T H*SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND OEVIATiON FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY GRACING. SEE HIB-91 BY TPI. SEE 1H75 DESIGN - N'�'/VS„e�� TC DL O PSF DATE 12101194 ^ \\U�i1VLn\-1V FAILURE TO WILD THE TRUSS IN CONFORMANCE WITH OSTOR BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING tE - ` N+ ALPINE CONNECTORS ARE MADE OF 20GA GALV..BjEEL MEETING AStM DUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - BC DL 10 .0 PSF ORWG 0 A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 TRUSS AND MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M 8C L L 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 t I60A-F. DESIGN STANDARDS WITH PROPERLY A17ACHED RIGID CEILING -- SEE STATE OF - TOT.LD. 4 7 .0 PSF OSA LEN. 2 O—8-8 CONFORM M/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER OR10p P: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �e,Q � DUR.FAC. 1 .33 IN ONLY. AM SMALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INET^` .--TP AT T T T NAT A N F AT F W c T T �''H„ ,,,, '", SPACING 24.0" TYPE c o mn 4— T T6 37-0TRAY HIP TH DN . PREPARED FROM COMPUTERINPUT_ LOAD 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 600 770 480 NESS 2x4 SP 03 BRG.LOC FT : 0.00 20.67 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING DR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: (+)-Gravity (-)-Up 1 i f t THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS --------------------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NNS UPLIFT MNN I xxN HANGER NNN INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(JackS Only) I HUS26 - + 27510 -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 33151 -15500(16d 1ply) MTS12 - -20000(2 Each) I HHLIS48 - + 42990 -1660#(iOd 20y) MTT280 - -3706012 EeCh) 0Od)j HHUS48 - + 5180# -2000#116d 2ply) MTT288 - -4455# 2 Each (16d) HGUS48 - + 66401 -2199# 10d 2ply) MST60 - -4688#(Per, 2ply) 1 HGUS48 - + 80000 -26500 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945# 16d 3ply) ------- ----------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �-----10'8" -----�-- 17'8 ` 5X5 X5 m 6 p1.5X3 >1�.5X3 co X5(A 1) 9 3X5(A I) 3X7 — -� 1=3 4 3X7 5X4 208" — 16-4" �-•N 37' N� R=1132# W=3"8 R=1709# W=3"8 R=942# W=3"8 IPLG = Ti SEG: 68620 ?. TVP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL - i REV. 17,2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES iEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO '7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �I1 E � TC OL / .0 PSF DATE 12 011'94 FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH OSTM BY TPI. FMR ADDITIONAL SPECIAL PERMANENT BRACING RE ` � s �'ALPINE CONNECTORS ARE MADE OF 200A GALV.,STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG Moa OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF RAG COHWECiMRS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47.0 PSF 01A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NAS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER ' Q.'� SEAL ON THIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :^' �. ORIO OUR.FAC, 1 .33 In ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE . W--TP T 1 T NATIONAL N SPECIFICATION FOR WOOD CONSTRUCTION ''N NM �M,��,` SPACING 24.0" TYPE S P B C (A-35U) j T7 TRAY-HIP TH DN . PREPARED FROM COMPUTER 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 02 N UPLIFT L8 : 560 B00 440 WEBS 2x4 SP #3 BRG.LOC FT�: 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN 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 Wxx UPLIFT xxx I xxx HANGER xxx INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I MUS26 - + 27510 -1286000d 1ply) MTS12 - -1000# I HUS26 + 3315# -1550#(16d 1ply) MTS12 - -20001(2 Each) i HHUS48 + 42990 -1660#(fOd 2ply) MTT288 - -37860(2 Each) (10M NHUS48 + 5180/ -20000(16d 201y) . MTT288 - -44550(2 Each) (16611 HGUS48 + 6640# -2199#(10d 2plyi ' MST60 - -4688#(Per 2p3y) HGUS48 - + 80000 -2650#06d 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -39450116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS }- ----12'8" �` 13'8" 10'8 5X53X4 I 5X3 5-6 T m 3X4 1.5X3 6v to X5(A 1) 3X5(Al) X y fie, 1 -� X5 3X7 5 X&X4 ----- 20' 11"S -�- - 16'0"8 R=1080# W-3"8 R=1843# W=3" R=861# W=3"8 t 4 PLG j SEQ: 68622 T. TYP -ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL >= i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t IMPORTANT**MALL NDNBERESPOMSI�EFDR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-81 BY TPI. SEE THIS DESIGN �T�� '� - TC OL 7.0 PSF OATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 206A 6ALY.,SCEEL MEETING ASTM OUIREIENTS, 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 8MCEO"NTH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x SC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 t 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TQ T,LQ, 47 .0 PSF 0/A LEN. 37-0-0 CONFORM W/APPLICASLE PROVISIONS Or NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/t/911 FOR PROPER (0 R10P P` SEAL ON THIS ORAWINC APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUnNISHI A COPY OF THIS 9 DUR.FAC. 1 .33 IN ONLY, AM SMALL NOT BE RELIED IRON IN ANY OTHER MAY. DESIGN 10 THE TRUS!ERECTION CONTRACTOR. INEEV6 4--P . T T N T AT ASIGN SPECIFICATIONFOR WOOD CONSTRUCTION #,'I" `sSPACING 24.0" TYPE spec Job: 4- T T8 3VOTRAY HIP THIS OWG. PREPARED FROM COMPUTER NP T LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT K: 540 830 420 WEBS 2x4 SP 13 UPLC1000 PSFTOTA .71LP -LO IFTTBASED ON DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 -T- BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Bd NAILS 0 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. --------------------------------------------------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Nxx UPLIFT NWx I NNW HANGER xxx H5 455#(Jacks Only) I HUS26 - + 2751f -12860(100 tply) CONTRACTORS WARNING: MTS12 - -1000# 1 HUS26 - + 33150 -15500(t6d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660100d 201y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -3786/(2 Each) (10d)l HHUS48 - + 5180/ -2000f(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -4455f(2 Each) (16d) HGUS48 - + 66400 -2199f(IOd 2ply MS760 - -4688#(Per 2ply) I HGUS48 - + 80000 -26501 16d 2ply) CS150 - -1650#(Each) 1 HGUS5.5- +11335/ -39450(16d 3ply) -------------•-------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X6 X X6 m 3X4 1.5X3 6 p (A) (A) 3X5 (A 1) 3X5(A 1) X —T---�g j �3 Xb T1 �.,e X4 ------ 20' 11"S -� 16'0"8 R=1062# W=3"8 R=1884# W=3" R=838# W=3"8 M TAG T54 SED: 68601 PLT. TVP.-ALPINE DESIGN CRIT-TPI OTY i TOTAL i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES IEOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�� *I MPOR T ANT**SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING. ERECTION AND 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIS-91 BY TPI. SEE THIS DESIGN - �j5t""' '/'�� - TG' OL 7.0 PSF DATE 12101194 FAILURE TO BUILD THE TRUSS IN COWOF04ANCE WITH OSTSB By TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O� ALPINE CONNECTORS ARE MADE OF TOGA GALV. ,S.TEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATED, TOP - - 8C OL 10.0 PSF DRWG O A446 CR B ExCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS Le UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD N BC LL 47.0 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. ISO L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L D. 4 7.O PSF 0/A LEN. 37-0-0 CONFORM N/APPLICABLE PROVISIONS OF NAS C 7P1. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/I/9t1 FOR PROPER D RIO Y' P.` SEAL ON iNIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q'�' DUR.FAC. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �� TTVEE� -TPI . At T i T NATIONAL F AT F T T SPACING 24.0" TYPE spec (A-361-1) T T9 37*0TRAY HIP 14'8 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS G DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ((LB 520 870 390 WEBS 2x4 SP f3 BRG.LOC (FT : 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 'T- BRACE. SAME GRAOE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+) Gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING•AT 24- Q.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NNN UPLIFT NNWNNW HANGER NWN HS 455#(Jacks Only) I HUS26 + 2751/ -1286#(10d Iply CONTRACTORS WARNING: MTS12 -10000 I MUS26 + 33150 -1550#06d 1plyj THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 -20001(2 Each) I HHUS48 - + 42990 -16600(fOd 21)1y) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 " -3786#(2 Each) (10d) HHUS48 - + 5180► -2000. 16d 2ply) s INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 -4455#(2 Each) (16d) HGUS48 + 6640# -2199# 10d 2plyl) MST60 4688I(Per 2ply) HGUS48 + 80000 -2650#116d 2ply) CS150 -1650#(Each) I HGUS5.5- +113350 -39450(160 3ply) -------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 16,8" 5X6 J O 1 O I.SX3 3X4 m 3X5 1.5X3 (A m co 1.5X3 (A) e v X5(Ai) 9' 5X43X5(At) X J . 3R4 3X4 3X5 3X4 �---- 20' 11"8 --�• --- 16.0"8 - 37'37' _ N� R=10611 W=3"8 R=188718 W=3" R=8361 W=3"8 1' TA? T555 SED: 68603 PL . TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF 2 xIMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANr WARNING IN HANDLING. ERECTION AND 7 DEVIATION FROM THIS DESIGN OR THESE SPECIFICAtIWA, OR ANY BRACING. SEE H[O-91 BY TPI. SEE THIS DESIGN .�T�US fi TC O),. / .0 PSF DATE 12/01/94 n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTM BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE"ADE OF 200A GALV.,4TEEL MEETING ASTM OUIIEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG O A445 OR B EXCEPT AS NOTED. APPLY CONNECTOP!TO EACH FACE OF OOM SHALL BE LATERALLY GRACED WITH PROPER = "Va BC LL O 0 PSF RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESICK POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHOIR) NCONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATEF TO T.L D. `+7.O PSF 0/A LEN 37-0-0 Or C TPI. AM CHNICAL UPDATE 1 FDA PEA ON 1 19 DRAWING APPLIESdTo THECOOMPONENT DEPICTED HERE DRYWIALLLTEAPPLICA110M. FURNISH/AICOPY of THIS �' . 0R1Q : OUR.FAC. 1 .33 SHALL NOT BE RELIED UPON IN AMI OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. 1NE SPACING 24.0 Sr�2C W-- T i t MAT A N f At F T 7 T� ��•� �,`` TYPE P FLOODPLAZU DEVELOPH"T ZNFORHATION A Type o1 Develop wents---,��' �1 �--------------- ------- Flood Zone----__ M-- ----- --------- Required Lowest Floor Elevation: Zf building In located within a flood hazard zone, a survey must be wade AFTER THE SLAB RAS BEEN POURED, certifying that the LOWEST FLOOR EL.EVATICM is equal to or above the base flood elevation established for that zone. No final inspection Will be wade and no oertificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgements Y understand that the issuance of thin permit is oontingent upon the above inforsation being correct and that the plans and supporting data have been or shall be provided an required. 2 agree to comply with all applicable provisions of Ordinance No, 23-7-11 and all other laws or ordinances affecting the proposed development. Date__-_- Applicant•s Signature.......................... ------------------------------------------- ------- Department Use Rwquired Lowest Floor Elevation ----------- Ass Built Lowest Floor Elevation _________________ Survey Filed with Building Department ___________ Building-Department~Representative ' page 3 CITY OF ATLANTIC BEACH Fixture Unit Workshest for Water Impact Fee . FIXTURE UNITS ARE ESTABLISHED AS TRE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS REMY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. ___i—RATNROOM CROUP CONSISTING OF �SERVICE ,SINK TRAP STAND WATER CLOSET, LAVATORY A BATS (a) TUB OR SHOMER STALL (6) _WATER CLOSET WATER CLOSET. TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SNOMER (2) URINAL WALL LIP (4) _.SHOMER CROUP PER READ (3) ��FLOOR DRAIN (1) l� SHOWER STALL 6ONESTIC (2) T" LAUNDRY TRAY (2) ,_,__,_,LAVATORY (1) COMBINATION SINK AND TRAY (3) ,r LWASHING !MACHINE (3) ��POT, SCULLERY SINK (4) DISHWASHER (2) _WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) FAUCETS LAVATORY (1) �tITCRER SINK WITS WASTE ,_DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) _BIDE! (3) URINAL STALL, WASHOUT (4) _ZFL.USSING RIM SINK (S) ;;� _COMSINATION SINK AND TRAY WITH FOOD DISPOS. (4) „URINAL. PROESTAL. SYPHON JET DRINKING FOUNTAIN (1/2) B10MOUT (2) „ .40 LAVATORY. BARBER/BEAUTY _ ICE MAKER (1/2) HOP (2) ,.,,,,,_„SURGEONS SINK (3) LAVATORY, SURGEONS (2) .,,JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS p, e $20.00 EACR Jos INFORMATION Irl NANCIA%.PRINTING QJ4AN' v� ,-1 N M otiee of Commencement (PRCPAR9 IN DU►LICATC) Q� To whom it may concern: � The undersigned hereby informs you that improvements will be made to certain real property, and in 0 accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE N OF COMMENCEMENT. h // t_097----S-Q 0.---�-�-� k �1 --a-t------------------------ Description of property Ld ---- ----------•------------------------------------------------------ o According to plat thereof recorded in plat book 4/7 pages K5'.S,S^ ------------ ------------------------•--------------------------------------------------- of the-current public records of �b.v��l Coy ray Fl�ri�� General description of improvements ------------•------------------------------------------- �, Construction of Single Family Residence with Garage on concrete slab Q ------------------------------------------------------------------------------------------------------------ .0 Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 0 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 a' Address 0 0 Fee Simple Owner's interest in site of the improvement o Fee Simple Title holder (if other than owner) ------------------------------_______________________________. N Name Address Contractor same a - owner vAddress ----------------------------------------------------------------------------------------•--------- O Surety (if any) A �4 Address --------------------------------------------------------------___Amount of bond $-------------- 0 NName and address of any person making a loan for the construction of the improvements. Name ----------------------------------------------------------------------------------------------------- Address --------------------------------------------------------••---------------------------------------- Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name _ 1f (1_�.:Qu�J_ s='=�--� ��z_-`4=_ v_cti r`==Z�-��--�- -------------------------------------- 6620 Southpoint Dr Suite 400 Jacksonville, Florida 32216 Address ------------------------------------------------------------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.08 [2] [b], Florida Statutes. (Fill in at Owner's option). Name ----------------------------------------- --------------------------------------------------------- A�J-�-- Job: (4-3611) T TRAY HIP THIS WG. PR PAR O FROM COMPUTER INPUT (LOADS G DIMENSIONS SUBMITTED BY TAUS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 490 910 360 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1%4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ------------------------------------""--""'---------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+l-gravity (-)-Uplift A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ----------------------"'--""---------------- --------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Kat* UPLIFT N*x xNN HANGER xxx H5 - -455f(Jacks Only) HUS26 - + 2751/ :1286# 10d 1ply) CONTRACTORS WARNING: MTS12 - -10001 HUS26 33151 15500116d 1ply THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -2000#(2 Each) I HHUS48 - + 42990 -16600(1Od 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT280 - -3786f(2 Each) 00d)f HHUS48 - + 5180# -20000(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B - -4455:(2 Eachl (160)II HGUS48 - + 66400 -2199011Od 2ply MST60 -4688 Per 2ply) I HGUS48 - + 80000 -26500 16d 2ply CS150 - -1650#(Each) I HGUS5.5- +113350 -39451 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS -- 18'8" -�-m-}= 16'8" _( 5X5 5X5(R) 3X4 3X4 m 3X5 3X5 m A (A) 1 .5X3 rn 1.5X3 (A) 6 P;- X5(A 1) g, 3X5(At) 3X4 T . 4 1 3X5 5X4 2X4 �X7 20' 11"8 •T 16'0"8 I—N-{--- 18'8' -i- �--�►— 16'0"8 •� N 37' _I R=1045# W-3"8 R=1941# W=3" R=798# W=3"8 h PLY a SED: 68608 T. TYPE-A PIN DESIGN CRIT=TPI OTY - i TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOP ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN ��T��' e'�iTC OL 7 •0 PSF DATE 12/01/94FAILURE TO BUILD THE TRUSS IN COWOR14ANCE WITH OSTBB BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV..BIEEL MEETING ASTM QUIREIENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 •0 PSF ORWGA446 BR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SRACEO WITH PROPER SE06 BC LL 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON 1NIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x CONNECTORS PER DRAWINGS 130. 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF TOT.L 0. 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROYISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 RIO* P:` SEAL ON THIS ORAMiNO APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q-� DUR.FAC. i .33 IN ONLY AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. lAE� W--P . INSTITUTE. MAT r--F T T ,��''��, „��`"I SPACING 24.0" ITYPF spec 1 b' (4-3611) LOT / T11 37*0 TRAY COMMON 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. BOT CHORD 2x4 SP :2 N UPLIFT JLB): 500 910 360 WEBS 2x4 SP :3 BAG LOC FTI): 0.00 20.71 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. ' HIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ONLY. DO NOT USE WITH PLASTER CEILING. --------------------------------------------------------------- TYPICAL SIMPSON OR EGUAL UPLIFT/HANGER REOUIREMENTS (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH (0-Gravity (-)-Uplift ------------------- Bd NAILS o 6' O.C. BRACING MATERIAL TO BE SUPPLIED By --------------------------------- ERECTION CONTRACTOR. x*x UPLIFT WWW i WWW HANGER WWW H5 - -455/(Jacks Only) HUS26 - + 2751: -1286:(10d tolyl A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 -1000: HUS26 - + 3315: -1550:(16d 1ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 2000:(2 Each) HHUS48 - + 4299: -1660:(10d 2ply) MTT288 - -3786/12 Each) (fOd) HHUS48 - + 5180: -2000:(16d 2ply s CONTRACTORS WARNING: MTT288 = -4455/ 2 Each) (16d)l HGUS48 + 6640: -2199:((00 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MST60 - -4688# Per 2ply) I HGUS48 - + 8000: -2650:(16d 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING CS150 - -1650: Each)------ I HGUS5 5_ +11335: -3945:(16d 3ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. --------------------- ------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 19'6" 17'6" ----I 5X5 1.5X3 1.5X3 X4 m 3X5 (A) 3X5 0 1.5X3 1.5X3 6 P- X5 (A 1) 9' 3X5(A 1) VA X4 --i-� =3 y� X5 3 B. 3 3 �- 20' 10"4 16' 1"12 �N 37' I N� R=10630 W=3"8 R=1881# W=3"8 R=839# W=3"8 r' TAG = T418 SED: 68547 PLT. TY .-ALPINE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PPOMX75. INC. TRUSSES PEOUIRE EXTREME CARE 12/01/94 T C LL 30 .0 PSF REF (� *IMPORTANT*)(SHALL NOT BE RESPONSIBLE FDA ' ANYWARNING IN HANDLING, ERECTION AND n \ DEVIATION FRDM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-9t BY TPI. SEE TH15 DESIGN T C DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBa BY tP1. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` S E •' ALPINE CONNECTORS ARE MAGE OF 20"GALV.+BIFEM MEETING ASTM OUIPEMEN79. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1 0 0 PSF DRWG O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOIR SHALL BE LATERALLY BRACED WITH PROPER NE - - TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATrACO PLYWOOD SHEATHING. BOTTOM CHORD 5606 W BC LL 0 .0 PSF RAG CONNECTORS PER ORAWINGS 130• 150 6 I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF - T O T.LD. 47 .0 PSF O/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER 0 q10� Q ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� �. Q � 1()UR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE EV(' .--P T NAT A N F A F CONSTRUCTION ��'`��, M, �` SPACING 24.0'• TYPE spec 4- T T 13-3-8 TRAY H PM 7 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP !2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (L8): 590 610 WEBS 2x4 SP 03 8RG.LOC FT : 0.00 13.04 • TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT ENO. ENCLOSED OR FULLY OPEN BUILOING (1991 SBC) JACKS HAVE 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. ---------------------------------- MMM UPLIFT MMM I WNW HANGER MNN H5 - -455!(Jacks Only) 1 HUS26 - + 2751! -12860(104 1ply MTS12 - -1000f I HUS26 - + 3315f -15501 16d 1ply MTS12 - -2000!(2 Each) I HHUS48 - + 42990 -1660000d 2ply MTT288 - -37861(2 Eachl (10411 HHUS48 - + 51800 -20001 16d 2ply MTT288 - -4455!(2 Each) (16d) HGUS48 - + 6640! -2199! fOd 2ply $ MST60 - -4688!(Per 2ply) I HGUS48 - + 8000! -2650! 16d 2pIy CS150 - -1650!(Each) I HGUS5.5- +11335!---3945!(16d 3ply ---------------------------------------------- --------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS !3'3"8 -� 7• .�� 6.3,.8 - 3X5 I.5 _ X3 m 3X4 0 m O N ~ 6 p m 1 meg• 2X7(A 12) 1 3X7 33 77-3 1 a 3 5X5 �--2' --I---4-3-8 9' 1 13'3"8 -� �•-- 7' 6'3 8 R=1255# W-3"8 578# R=1422# W=3" r H TA? T19 SED: 68553 P T. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEESEO PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF ((��2 *I MPGR T AN T**94ALL 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 ��1�Vr�"�'�� TC DL 7 .0 PSF GATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PEMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALY�.6TEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG O A446 6R B EXCEPT AS NOTED. APPLY COSMECTOITS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WIT"PROPER - 5606 - D O PSF R A G TRUI"AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTAC14EO PLYWOOD SHEATHING, BOTTOM CHORD M BC LL CONNECTORS PER DRAWINGS 130. 150 B 150A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE _ STATE OF TOT.LD. 47 .0 PSF D A LEN. 13-3-B CONFOM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UN'DATE I7/1/911 FOR PROPER C O RIO' 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, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OESIGN TO THE TRUSS ERECTION CONTnACTOR. INEEar'.�� SPACING SEE ABOVE TYPE spec ■--P T T T T NAT A F AT N T T •'NMN N11�•`' Job: -(4-3611) T T13 37*0TRAY HIP 7 THIS DWG. PREPARED FROM COMPUT R N T LOADS 6 D MENSIONS UBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 It. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 'T3 2x4 SP #1 Dense: UPLIFT (LB1: 430 910 860 BOT CHORD 2x4 SP #2 N BRG.LOC FT): 0.00 13.04 36.71 WEBS 2x4 SP #3 :W6 2x4 SP'#2 N: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BEARING BLOCKS: NAIL TYPE: 0.131x3.0 _Hails --------------------------------------------------------------- BRG X-LOC #BLOCKS LENGTH/BLK NAILS/BLK TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REOUIREMENTS 1 13.042' 1 14' 11 -------------------W-Gravity (-)-Uplift NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. --------------------------------- BEARING BLOCK TO BE SAME SPECIES, SIZE C GRADE AS CHORD. Wwx UPLIFT MMx I NNW HANGER Wxx H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) (A) 1X4 'T' BRACE. SAME GRADE AS NEB MEMBER. ATTACH WITH MTS12 - -1000# I HUS26 - + 3315# -1550#(16d 1ply) 80 NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MTS12 - -2000#(2 Each) 1 HHUS48 - + 42991 -1660#(10d 2ply ERECTION CONTRACTOR. MTT28B - -3766#12 Each) (fOd HHUS48 - + 5180# -2000#(16d 2ply MTT288 - -4455# 2 Each) (16di HGUS48 = + 66401 -2199#(100 2ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MST60 - -4688# Per 2ply) HGUS48 - + 8000# -2650#(160 2ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CS150 - -1650# Each) HGUS5.5- +11335# -3945#(160 3ply) --------------- ------------------------------------------ CONTRACTORS WARNING: REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. SPECIAL LOADS -------------------------------------------------- TC - From 74 PLF at -2.13 to 74 PLF at 13.33• TC - From 161 PLF at 13.33 to 161 PLF at 30.00 TC - From 74 PLF at 30.00 to 74 PLF at 39.13 8C - From 20 PLF at 0.00 t0 20 PLF at 13.33 BC - From 45 PLF at 13.33 to 45 PLF at 30.00 8C - From 20 PLF at 30.00 to 20 PLF at 37.00 SC - 579 LB Concentrated Load at 30.00 —37' -� 1.5X3 �---9 21 !_7' --� 5X6 xi T2 xs 4)4T3 5X7 617, 3X4 W6 kAl 1.5X3 4 to'3 4X5 W) 9, 13 (A1) X 4 X1 4X X4 X4 a_X5 �--- 13'4- 23'8" N---�- -- 32'8"8 - N 37' -J� �----30 -�--,7 --1 R=210# W-3"B R=3938# W=3"B R=2080# W=3"B PLG T20 SED: 68555 T.TYP.-ALPINE DESIGN CRIT=TPI OTY 1 TOTAL - i REV. 17.2m SCALE =0. 1018 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 O PSF REF (�� *I MPOR T ANT x X SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION AND n 1\ DEVIATION FNMI THIS DESIGN OR 111#5#SPECIFICATIONS. OR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN �111'VS 11�'�� r TC DL 7.0 PSF DATE 12/01/94 (1 \\Uvwv1�V\ FAILURE TO BUILD THE TOMS IN CONFORMANCE WITH OST88 9Y TPR. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ALPINE CONNECTORS ARE MADE OF MA GALY1,$TEEL MEETING ASTM GUIREMENTS. UNLESS OTHERMISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A445 GR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BnACEO WITH PROPEn - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORO x BC LL 0 .0 PSF CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF TOT.L D. 47 .O PSF O/A LEN. 37-0-0 CONFORM N/APPLICABLE PROVISIONS OF Nay C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 R10� ~ ` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' F Q OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. rnE�S ..,P A T T r NATIONAL GN SPECIFICATION F TRUCTI N SPACING 24.0" TYPE spec (4-3611) T T14 37*0 TRAY HIP 9 THIS DWG. PREPARED FROM MP TER NPT LOADS 6 DIMENSIONS UBM TTE Y TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 410 800 650 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- 8d NAILS ! 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. *** UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) HUS26 - + 27510 -1286#00d iply) MTS12 - -10000 1 HUS26 - + 33150 -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -16600110d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d)) HHUS48 - + 51800 -20000((166 2ply))) AT INSTALLATIONECIFIC LTOAENSURE THATITHISRTRUSS IS EARE IS RECTED ED PROPERLY. MST608 - -16500(Ear plyj6d)I HGUS485- +183350 -39450(i6d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' _9, -----I T 5X5 3X5 3X4 X5 m 3X4 A) 1 .5X3 0 6p X5 (A1) 3X5(A i) 13X4 395 3X5X X T�9 =3 a 3 5X5 �•- 13'4" 23'8" ---� �N 4'3"8 32'8"8 �• 37' I R=442# W-3"8 R=2245# W=3"8 R=1097# W=3"8 TA?, T i SEO: 68557 PLT TY .—ALPINE DESIGN CRIT=TPI OTY - 1 TOTAL - i REV. 17.2m SCALE =0. 1667 ALPINE fl SE"K$;EO PRODUCTS. INC. TRUSSES LING. E RECTION CARE 12/29/94 TC LL 30 .0 PSF REF *IMPORTANT**!MALL NOT BE PESPON9IBLE FDR ANY ARMING IN HANDLING. ERECTION AND �RRRNTC DL 7 .0 PSF DATE 12/29/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN �� 1[I FAILURE i0 BUILD THE TRUSS IN CONFORMANCE WITH OgTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �uS ALPINE CONNECTORS ARE MADE OF"GA QALY. PMEL MEETING AST" OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10.0 PSF DRWG IR'1 \U\� A446 OR B EXCEPT AS NOTED. APPLY CONNECTO0 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 47.0 1 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 130 S ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE NF - STATE OF TOT.LD. 47•0 PSF O/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS! TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L O RIO' P•` TEAL ON THIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q�� DUR.FAC. 1 •3 3 IN ONLY. AND WIALL NOT BE NEL1E0 IAOH SN ANY OT/ER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, i�F INEE�'�.�� ■--TPI - TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL DESIGN SPECIFICATION FOR WOW CONSTRUCTION SPACING 24.0" TYPE SPEC 4- T T15 37'0TRAY HIP It THIS NG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBM TT D BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 390 840 640 NESS 2x4 SP #3 BRG.LOUPLIFT CBASED ON 010 O 00 PSFTOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS 9 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. M-Gravity (-)-Uplift ------------------- --------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN UPLIFT NNN I NNN HANGER NNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) 1 HUS26 - + 2751# -12860�SOd #ply) MTS12 - -1000# 1 HUS26 - + 3315# -1550# 16d 1ply) CONTRACTORS WARNING: MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#110d 2ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT28B - -3786#(2 Each) (1001 HHUS48 - + 5180# -2000# IFd 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -4455#(2 Each) (1601 HGUS48 - + 6640# -2199#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -4688#(Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(16d 3piy) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 13' 13' T 5X7 1,5X3X6 1 (A) 3X4 (A) 1.5X3 6 v o X5(A i) J�=3X5IA!) 1. X X _::=3 5X5 13'4" 23'8" J 4'3"8 3288 I N� 37' _I R-48211 W-3"8 R=2165# W=3"8 R=11361 W=3"8 4 PLG T22 SEG: 66559 T. TVP.-ALPINE DESIGN CRIT-TPI GTY - i TOTAL - i REV. 17.2m SCALE 0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES AEOUIRE EXTREME CAPE 1 2/2 9/9 4 TC LL 30 .10 PSF REF t a*IMPORTANT(*SHNALLNDTBEtESPON9IBlEFDR AN. ARNING IN HANDLING, ERECTION AND � ,DEVIATION FROM THIS DESIGN OR THESE SPECIFICATION% OR ANY BRACING. SEE HtB-91 BY TPI. SEE THIS DESIGN �1 � .��iTC OL 7 .0 PSF DATE 12/29/94 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTM BY TP1. FOR ADDITIONAL SPECIAL PERMANENT GRACING RE - ` - ALPINE CONNECTORS ARE MADE OF 200A DAL.,3,•TEEL MEETING AStM OUIPEIENTS. UNLESS OTHERWISE INDICATED• TOP - - BC DL 10 .0 PSF DRWG MA GR G EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF = T O T.LO. '4 7 .0 PSF O/A L E N. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 ply' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE ORVWALL APPLICATION. FURNISH A COPY OF THIS �. Q � JOUR!FAC C. 1 .33 IN ONLY. MID SHALL NOT SE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE %I� SpAC I NG 24.O" SPEC ---IPI - TAM PLATE INSTITUTE NOS" 1991 NATIONAL DESIGN SPECIFICATION F01 MOOD CONSTR11Ct[ON ''�H HIII IIII TYPE JOb' (4-3611) T T16 37'0TRAY HIP 13 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) 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): 390 840 630 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. no UPLIFT *** I *** HANGER *** MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -12860(SOd ipiy) MTS12 - -10000 1 HUS26 - + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) i HHUS48 - + 42990 -16600(10d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT28B - -37860(2 Each) (10d)I HHUS48 - + 51800 -20000(16d 2ply) I AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT28B - -44550(2 Each) (16d) HGUS48 - + 66400 -21990(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MST60 - -46880(Per 2ply) HGUS48 - + 80000 -26500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -39450(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 15' 9' 13' 5X5 X4 5x5 T to 3X4 X4 O 6 v 1.5X3 X5(A i) 3X5 (A i) 3X6 3X7 m -*--�9 =3r3 y�8' a3 5X12 --- -13-4- 23-8" --� ti 4'3"8 ti 32'8"8 --I 37' R=419# W-3"8 R=228i# W=3"8 R=iO84# W=3"8 N. TAG T 3 SED: 68561 PLT. TY .-ALPINE DESIGN CRIT-TPI QTY - i TOTAL, - i REV. 17.2m SCALE =0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CANE 12/29/94 TC LL 30 .0 PSF REF *IMPORTANT** ND SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HALING. ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ��"""eN' TC DL 7 .0 PSF DATE 12/29/94 f1 \�V 1LV\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , �Uo ALPINE CONNECTORS ARE MADE OF 208A GALY.,OTEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG O AAP GR 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TAJSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD * BC LL 47 .0 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 8 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T O T.L D. `�7 •0 PSF O/A LEN. 3 7-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/211 FOR PROPER (O RIO P SEAL ON THIS DRAWING APPLIES TO 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 MAY. DESIGN TO TIE TRUSS ERECTION CONTRACTOR. F �VEE�11` W--TPI -TRUSS PLATE INSTITUTE. MOS- 1991 NATIONAL DESIGN SPECIFICATION FOR"000 CONSTRUCTION '',�'NNNN n HNH�, SPACING 24.0" TYPE SPEC Job* 4- T T17 37-0 TRAY HIP 15 THIS DW PREPARED FROM COMPUTER INPUT LOADS &-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): 390 830 630 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. (1991 SBC) WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. ENCLOSED (A) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH --------------------------------------------------------------- Bd NAILS B 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ERECTION CONTRACTOR. (+)-Gravity (-)-Uplift --------------------------------------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. *** UPLIFT *N* I *** HANGER NII* MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I HUS26 - + 2751# -1286#(10d 1ply) MTS12 - -1000# 1 HUS26 - + 33150 -1550#(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660# 10d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT289 - -3786#(2 Each) (10d)I HHUS48 - + 5180# -2000#(164 2ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455#(2 Each) (16d)I HGUS48 - + 6640# -2199#00d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MST60 - -468B#(Per 2ply) II HGUS48 - + 8000# -2650#(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#1116d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 17' ��• 5' — 15' _1 5X6(R) 50 3X5 m 3X5 A) X4 (A) cO 1.5X3 6 p X5 (A1) X5(A 1) i• 4 X1 =3 —� 03 5X12 13'4" 23'8" _I �N 37' _1 R-450# W-3"8 R=2232# W-3"8 - R=11010 W=3"8 L 4 TAY - T24 SED: 68563 PLT. TY .—ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIPE EXTREME CARE 12129194 TC LL 30 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANYWARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �'`RVS' E,,��i TC DL 7 .0 PSF DATE 12/29/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MADE OF 200A GALV.'STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP 8C OL 10 .0 PSF DRWG O� A446 RR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5605 - O TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD i W = BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.L0. 47 .0 PSF O/A LEN. 37-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS O TPI. AN ENGINEEP'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 RIO' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �` OUR.FAC. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. rc INET^�H��, SPACING 24.0- SPEC W--TPI- TR/SS PLATE INSTITUTE, NOS- 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION i��N/iN1�RH TYPE i J 4- T T18 37'0TRAY HIP 17 THIS ONG. PREPARED FROM COMPUTER 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 02 N UPLIFT (LBI: 390 830 620 WEBS 2x4 SP 13 BRG.LOC FT : 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (8) 1X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) Sd NAILS Q 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY --------------------------------------------------------------- ERECTION CONTRACTOR. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (A) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH -------------------M-Gravity (-1-Uplift 16d NAILS Q 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY MNN UPLIFT NNM I WNN HANGER NNN ERECTION CONTRACTOR. H5 - -4551(Jacks Only) I HUS25 - + 27581 -1286/(10d Iply) MTS12 - -10001 1 HUS26 - + 33151 -15501(160 1ply) A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS12 - -20001(2 Each) I HHUS48 - + 42991 -16601(fOd 2ply MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTT288 - -37861(2 Each) (f0d)) HHUS40 - + 51801 -2000/(16d 2ply 7 MTT288 - -44551(2 Each) (16d1l HGUS48 - + 66401 -21991(10d 2ply CONTRACTORS NARKING: CS150 4688/(Per 2ply) I HGUS48 - + 80001 -26501(f 6d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS CS850 - -f6501(Each) I HGUS48 +183351 -39451(f6tl 3ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OURING --------------------------------------------------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �- -19, �-^T- 17' --1 5X6 X5 1.5X3 X4 m 3X5 A) (B) X5 -~ 3X4 1 .5X3 rn 6 3X5(A fl 1, X X X4 X5(Ai) T�9, �3 � y —C13 5X-"5j- 13'4" X5 ------- 13'4" {- 23.8 4'3"8 I 32'88 N� 37'7' R=5230 W=3"8 R=2120# W=3"8 R=1141# W=3"B 4 TAY SED: 68565 a P TY .-ALPINE DESIGN CRIT=TPI OTY - i TOTAL 1 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF X IMPORT ANT IE*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY SPACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �`�t'VS"f''�� T C OL 7 .0 PSF OA T E 12/01/94 FAILURE TO KILO THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v 10 .0 ALPINE CONNECTD9 ARE WAGE OF 200A GALV,STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTOR TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CND O N BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C IGOA F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - TOT.L D. 47 .0 PSF OSA LEN. 37-0-0 COWORN W/APPL.ICASLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C O R1a P- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. SJOUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`' .--rP A T N r A N SPECIFICATION FOR T T , ,,, �`' SPACING 24.0" TYPE Spec 4- T19 37*0TRAY COMMON THIS DWG. PR PAR O FROM COMP TER INPUT LOADS 6 D M NSI NS SUBM TTED BY TRUSS MFR TOP CHORD 2x4 SP #2N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP #2 N UPLIFT (LB): 390 830 620 WEBS 2x4 SP #3 BRG.LOC tFTj: 0.00 13.04 36.71 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING --------------------+------------------------------------------ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS SUITABLE SUPPORT BY ERECTION CONTRACTOR. ( )-Gravity (-)-Uplift -------- - ------ --- ----------------------------------- A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNN- - -------- UPLIFT NNW NNW HANGER NMN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -455#(Jacks Only) I FlUS26 - + 2751# -12860(fOd 1piy) MTS12 - -1000# 1 HUS26 - + 33150 -15500(16d 1ply) CONTRACTORS WARNING: MTS12 - -20000(2 Each) 1 HHUS48 - + 4299# -16600(10d 2ply THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTT288 - -3786#(2 Each) (10d)1__HGUS5 HMUS48 - + 5180# -2000#(16tl 2ply AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTT288 - -4455# 2 Each111) (16tl HGUS48 - + 6640# -2199# fOtl 2ply INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MSTBO - -4688# Per 2ply) HGUS48 - + 8000# -2650#(f 6d 2ply CS150 - -16500 Each) .5- +11335# -3945#(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5X5 4X6 3X4 3X4-5 (A) X5 o (A) 1.5X3 `" 1.5X3 6p X5 (At) 3X5(A i) —fig _TV 3 e5� _J_ X X a3 5X12 13'4" -�- 23'8" _I �N 4'3"8 32.8118 I_N� 37' _I R=456# W=3"8 R=2223# W=3"8 R=1105# W=3"8 N TA?. T27 SED: 68568 PLT. TY .-ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 17.2m SCALE -0. 1667 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 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 MI9-91 BY TPI. SEE THIS DESIGN _ �`�t""' '''�� TC OL 7 .0 PSF DATE 12/01/94 \\UVw`11►U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST8B BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� e O ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •0 PSF ORWG A446 OR 5 EXCEPT AS NOTED. APPLY CONNECI� 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 RAG CONNECTORS PER DRAWINGS 130. 150 9 160A-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED RIGIO CEILING -- SEE STATE of _ TOT.L O. 47 .0 PSF D/A LEN. 37-0-0 CONFORM M/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER 0 RIOT Y SEAL ON THIS GRAVING 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 WOR IN AMY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE��.` --TP -T T T T T NATIONAL SPECIFICATION F T T SPACING 24.0" TYpE spec Job: 4- T H PM 7 THIS DING. PREPARED FROM COMPUTER INPU1 LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. SOT CHORD 2x4 SP 02 N UPLIFT (L81: 700 710 WEBS 2x4 SP 03 SRG.LOC FT : 0.00 16.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) JACKS HAVE NO WEBS. --------------------------------------------------------------- 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. --------------------------------------------------------------- WNW UPLIFT NNW I ONN HANGER NON H5 - -455/(Jacks Only) I HUS26 27514 1286#(10d 1ply) MTS12 - -10004 1 HUS26 - + 33154 _1550006d 1ply) MTS12 20000(2 Each) I HHUS48 - + 42994 -1660000d 2ply) MTT288 - -37861(2 Each) (10d)I HHUS48 - + 51804 -20000(16d 2ply) MT7288 - -44554(2 Each) 06d)j HGUS48 - + 6640# -2199/110d 2ply) a MST60 - -4688#(Per 2ply) HGUS48 - + 8000# -26500(16d 2plylt CS150 1650#(Each) I HGUS5.5- +113354 -394501164 3ply ------------------------------------------------- ------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS I 163" 7. �L 9.3• _I 4X7 f1,5X3 T u m 1.5X3 m o 0 .' 6 C7 2X7(A 0 4*3 9. 4 4X10 3X3 16'3" —� �2, i6.3„ _l R=1575# W=3"B 578# R=1707# W=3" / PLgg 55 SED: 68616 T.aTYP.- ALP NE DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 17.2m SCALE =0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT*N SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �� '� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOI ADDITIONAL SPECIAL PERMANENT BRACING RE , ��5 � �ALPINE COECTOPS ARE MADE OF 20GA GALV,.BTEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. T� - - BC OL 10 0 PSF DRW6 A446 ON a EXCEPT AS VOTED. APPLY CONNECT09 TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ BC L L 0 0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OEStON. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M CONNECTORS PER DRAWINGS 130. 150 t 1GOA-F. DESIGN STANDAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 16-3-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 1)/1/90 FOR PROPER IO P R^ SEAL ON THIS GNAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0 R �. �t,Q DUR.FAC. 1 33 IN ONLY, AND""NOT SE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� SPACING SEE ABOVE TYPE hip m •--T •i A 1 7 1 MAT A N P F A fCONSTRUCTION 4— T21 7'4 GABLE THIS WG. PREPARED 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 02 N UPLIFT (LB): 200 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.71 7.04 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER- PLIFT/HANGER REQUIREMENTS CONTRACTORS WARNING: W-Gravity (-)-Uplift ------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS ------------------------------------ AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING OWN UPLIFT NNN I MNN HANGER NNW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacks Only) I HUS26 - + 27510 -12860(10d 1ply) MTS12 - -1000# HUS26 - + 33150 -1550# 16d 1ply MTSt2 20001(f2 Each HHUS48 - + 42990 -1660#(10d 2ply MTT288 - -3786#(2 Each (104)1 HHUS48 - + 5180# -2000#(16d 2ply MTT288 - -4455= 2 Each)))))) (160)1 HGUS48 - + 6640# -2199#000 2ply MST60 - -46880 Per 2ply) i HGUS48 - + 8000# -2650#(16d 2ply CS150 - -16500 Each) I HGUS5.5- +11335# -3945/(160 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 3*8" 3 T 4X4 Q 6v 0 2X4 (D 1) ri X4 (D i) 1.5X3 6'7"8 7-4- R=376# W=3"8 R=313# W-3"8 I Gg 3 . PLT. TYPE-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND ,11 ^ n(_\ DEVIATION FRD �I THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-9t BY TPI. SEE THIS DESIGN �` e'�� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` O\\\\\VvJ ALPINE CONNECTORS ARE MADE OF 20GA GALV,.STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10 .0 PSF DRWG NOTED.AAAB GR B EXCEPT AS TED. APPLY CONNECTORS i0 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER USS - . 5606 - TRAND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 47 .0 t 0 .0 PSF R A G CONNECTOR!PER DRAWINGS 130. ISO G I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF T O T.LD. 4 7 .O PSF O A LEN. 7-4-0 CONFORM N/APPLICABLE PROVISION!OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER ORtO� p: SEAL OM iH1!DIAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS _�c Q � OUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OESIGH TO TIE TRUSS ERECTION CONTRACTOR. INET^- =--TP ArINSTITUTE- wAT A SPECIFICATION FCONSTRUCTION__ ��''NN, ,,,,�`` SPACING 2 4.0" TYPE c o m n (4-3612) T T '4 COMMON THIS DWG. PREPARED FROM COMPUTER INP T L AOS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP.CHORO 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT (LB): 280 410 WEBS 2x4 SP #3 BRG.LOC (FT): 0.71 5.33 :Lt Wedge 2x4 SP #3: UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 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 NNW UPLIFT NNW i NNW HANGER WNW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455#(Jacke Only) I HUS26 - + 27511 -1286#(10d 1ply) MTS12 - -10000 1 HUS26 - + 3315# -15501(16d 1ply) MTS12 - -2000/12 Each) I HHUS48 - + 42991 -16601(10d 2ply) MTT288 - -3786#12 Each) (1001 HHUS48 - + 51801 -20000116d 2p1y11 MTT288 - -4455#(2 Each) (1601 HGUS48 - + 66401 -2199#(100 2ply) MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80001 -265001 16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -3945#(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS - 3'8" - 1 3'8" -� T 4X4 m 1.5X3 tV cv B 7P;-3X7 2X4 (A 1) X4 (A i) 9 10' X 1.5X3 m 4' 11" 1 '8"8 --� R=390; W=3"8 R=605# W=3"8 t PLTA? 33 W T.-TYP.-A PINE DESIGN CRIT-TPI OTY i TOTAL - i REV. 17.2m SCALE6-0.5000 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30 .0 0 PSF REF n **IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANYWARNING tN HANDLING. ERECTION AND ('T (�'\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN 91NEE_ TC DL .O PSF DATE 1 /01/94 FAILUIE t0 BUILD TIE TRUSS IN CpFORMANCE WITH 09T/8 BV TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ''ALPINE CONNECTORS ARE MADE OF 20GA GALV�,.STEEL MEETING ASTM OUIREMENTS, INLESS OTHERWISE nAICATED. TOP BC DL 10.0 PSF ORWG A44/GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER0 0 pSF RAG TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ T0T.LO. 47.0 PSF D�A LEN. 7-4—O CONFORM W/APPLICABLE PROVISIONS OF NDS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEA.ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS P: OUR.FAC. 1 .33tN ONLY. ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �` W--TP . INSTITUTE. NATIONAL N SPECIFICATION FCONSTRUCTION 'I SPACING 24.0" ITYPE comn 4' T / J- 7'0 ENDJACK THIS OWG. PREPARED FROM COMPUTER NPUT L ADS 6 DIMENSIONS) SUBMITTE BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLFT8 ILDC (F8): 0300 7200 72000 0 MESS 2x4 SP 02 N UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 212.01. --------------------------------------------------------------- TYPICAL SIMPSON OR EDUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-gravity (-)-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- MMM UPLIFT MMN ( Mxx HANGER MMM CONTRACTORS WARNING: H5 - -4550(Jacks Only) I HUS26 - + 27510 -i2860(iOd !ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000! 1 HUS26 - + 33150 -15500(160 !ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 - -2000!(2 Each) I HHUS48 - + 42990 -16600(100 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786!(2 Each) (10d)� HHUS48 - + 51806 -2000#06d 2ply) s MTT288 - -4455!(2 Each) (16d) HGUS48 - + 66400 -21990(IOd 2ply) MST60 - -4688#(Per 2ply) HGUS48 - + 8000! -26500(160 2ply) CS150 - -f650#(Eech) HGUS5.5- +113350 -3945#(160 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=212# W=1"8 412'6"4 m 0 6v m -r- 2X4 (A1) 43 9 �2' �(� 7- R=526# W=3"B R=73# W=I"B TAYT40 SED: 68517 P T. TYP -ALPINE DESIGN CRIT-TPI OTY 17 TOTAL = 17 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TAMES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (� *IMPORTANT**SHALL NOT BE RESPONSIBLE FON ANY ARNING IN HANDLING, ERECTION AND OEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN urs T[' DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O\\\\Vw ALPINE CONNECTORS ARE MADE OF 200A GALY ,STtn MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG MSB 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER z 5605 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL 0 .0 PSF R A G \(�\ CONNECTORS PER DRAWINGS 130. TSO S 180A F. DESIGN STANDARDS WITH PROPERLY AitaC11E0 81610 CEILING --SEE - STATE OF = TOT.LD. 47.0 PSF O/A LEN. 7-0-0 V CONFORM M/APPLICABLE PROVISIONS OF NDS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER 0 RIS* P, SEAL ON THIS CRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. F1xN/ISN A COPY OF TH19 �. Q;\� DUR.FAC. 1 33 IN ONLY, AND!HALL NOT BE RELIED UPON tN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'�" M--TP - TINSTITUTE, NATIONAL «SPECIFICATION F N CONSTRUCTION ��'�N„ .. ,% SPACING 24.0" TYPE ) eCk 1 — 7-0 ENDJACK $ ---THIS M PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS 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 13 BRG.LOC (FT): 0.00 5.63 5.63 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD.' WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 190.70. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-)-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------------------------------- NNN UPLIFT NWN I NNx HANGER xxx CONTRACTORS WARNING: H5 455#(Jacks Only) I HUS26 + 2751/ -1286#(fOd 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ I HUS26 - + 33151 -1550#(16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 + 4299/ -1660#(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each) (10d)I HHUS48 + 5180# -2000#(f6d 2ply) R MTT28B - -44551112 Each) (160 HGUS48 + 66400 -2199f(1Od 2p 1y) MST60 " -4688/ Per 2ply) HGUS48 + 80000 -2650# f6d 2pIy) CS150 1650f1Each) ) HGUS5.5: +113351 -3945# 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS LR=191# W=1"8 (� 5*4" -� 12'6'4 6 a O m T 1'107 5'7"8 1.5X3 R=264# W=3"8 R=74# W=1"8 T w IPL .-TYP1-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL - 2 REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRODUCTS, INC. (PUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (�2 *I MPOR T AN T)(M SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANOL.ING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN el � TC DL 7 .0 PSF DATE 12/01/94 ^ \\UwVViSV\ FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. .FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - -ALPINE CONNECTp73 Aft MADE OF ZOGA GALY. STEEL MEETING ASTM OUIRENENTS. WILE59 OtHERWiSE INDICATED, TOP - BC DL 1 O 0 PSF DRWG AAA6 GR B EXCEPT AS NOTED. APPLY COWECT(RK TO EACH FACE OF CHORD SHALL BE LATERALLY GRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 0 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE = TOT.L D. 4 7 .O PSF D�Q LEN. 5-7-8 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPERSEAL ON I=DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS DUR.FAC. 1 •33 IMOILY, AMDSHALLMDT BE 11ELIE0 UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. � --P ArINSTITUTE.___ NATIONAL N F T F CONSTRUCTION SPACING 24.0" TYPE ) eCk 4- T ND JACK THIS DN . PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR. TOP.CHORO 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 12 N UPLIFT (LB): 230 200 WEBS 2x4 SP /3 BRG.LOC (FT): 0.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (0-Gravity (-)-Uplift --------------------------------------------------------------- WWW UPLIFT WWM I WWW HANGER WWW H5 455/(Jacks Only) I HUS26 - + 2751• -1286/ 10d 1ply) MTS12 - -10001 1 HUS26 - + 33151 -155001116d 1ply MTT28B - -307861(2 Each) (fOd)1 HHUS48 - + 51801 -2000/(16d 2ply) MTT280 - -44551(2 Each) (160HGUS48 - + 66401 -2199111100 2ply) s MST60 - -4688/(Per 2ply) 1 HGUS48 - + 80001 -2650/(16d 2ply) CS150 - -16501(Each) I HGUS5.5- +113351 -3945/(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2x2 T 6`v -� 2X4 (A1) 4-3 1.5X3 �-2 3'3" -� R=3890 W=3"8 R=69# W=3" 4 TAY T42 SED: 68522 P T. TYP.-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF (� *IMPORTANT**SHALL NOT BE RESPONSIBLE FGR ANY WARNING IN HANDLING. ERECTION AND DEVIATION I"THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI, SEE THIS DESIGN �1.�t�US E .� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 05198 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v O\\\\\VVJV ALPINE CONNECTORS ARE MADE OF 206A GALY,,41TEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG A440 OR 8 EXCEPT AS NOTED. APPLY CONAECTOAS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD S14EATMIW BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - T O T.LO. 47.0 PSF O A LEN. 3-3-O CONFORM It/APPLICABLE PROVISIONS OF NOS C TPI. AN ENOINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C O R10' 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLtCAIION. FURNISH A COPY OF THIS Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE iEL1EO UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'�.` W--TP -t ATINSTITUTE.--- NATIONAL St SPECIFICATION FOR NOCONSTRUCTION '''�RRR IRRRH SPACING 2 4.0" TYPE )a c k Job: 4- T / J 5'0 CORNER JACK -THIS DWG. PR PARED FROM COMPUTER INPUT LOADS 6 IMENSION 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): 230 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 133.72. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (fl-Gravity (-)-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- NNN UPLIFT WxN INNx HANGER NNN CONTRACTORS WARNING: H5 4550(Jacks Only) I HUS26 + 27511 -12860(100 1ply) US THIS TRS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# I HUS26 + 33150 -15500(16d )ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING NTS12 - -20000(2 Each) I HHUS48 + 42990 -16600(10d 2pIy INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 = -3786#(2 Each) (1Od I HHUS48 - + 5180: -2000106d 2ply MTT288 = -4455#(2 Each) (16d�I HGUS48 = + 6640# -21991(10d 2ply MST60 4688#ff(Per 2ply) HGUS48 - + 8000# -2650#(16d 2ply CS150 - -16500(Each) HGUS5.5= +113350 -39450 16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=1340 W=1"8 12'6"4 m O 6 p - (L 2X4 (Ai) 3 10' i R=445# W-3"8 R=44# W=1"8 M PLG SEG: 68586 ?. TYP.-ALPINE DESIGN CRIT=TPI QTY 8 TOTAL = 8 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 T C LL 30.0 PSF REF t xIMPORTANT**SHALL NOT DE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM,THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1NTC OL 7.0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v� a '�ALPINE CONNECTORS ARE MADE OF 206A GALV.,BTEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INOICATEO, TOP BC OL 10•0 PSF DRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTOR 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 8C LL 0.0 PSF R A`� CONNECTORS PER DRAWINGS 130. 130 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING -- SEE STATE OF - TOT.LO. 47 .0 PSF O/A LEN. 5-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER I0 RID* 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 K RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEE�'`��' W--TP ATINSTITUTE- NATIONAL GN F CAT F M T i N ��H� H.H� SPACING 24.0 TYPE a C k i (4-3611) LOT J 3'0 CRN A K THIS WG. PREPARE FROM COMPUTER INPUT AOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIOE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (L8): 220 200 200 WEBS 2x4 SP 92 N BRG.LOC FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED DR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 37.26. --------------------------------------------------------------- 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. --------------------------------------------------------------- xxx UPLIFT NNW i NNN HANGER NNW CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS26 - + 275ff -1286/(100 1ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 - + 33150 -1550# 16d 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each) I HHUS48 - + 4299# -1660#110d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786f(2 Each) 110d)l HHUS48 - + 51801 -2000#(16d 2ply) MTT28B - -4455# 2 Each) 16d HGUS48 - + 6640# -21991(100 2ply 7 14ST60 - -46880(Per 2ply) 1 HGUS48 - + 8000# -2650](160 2ply CS150 - -16500(Each) I HGUS5.5- +11335# -39450(160 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 T� 11'6'4 c� 0 6 C T. 2X4 (A i) 4'3 10' R=384# W=3"8 R=14# W=1"8 r' N PLg T51 SEO: 68588 T. TYP.-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL - 8 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME GRE 12/01/94 TC LL 30 .0 PSF REF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ` - TC DL 7 .0 PSF OATS 12/01/94 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DEdRE ��11'11114" T ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACINSUS/�_ ALPINE CONECTORS APE MADE OF 206A GALVn STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, - _ 6C OL 10 •O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PR5606TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CN 8C LL 0 •0 PSFRAG CONNECTORS PER DRAWINGS 130. 150 i 16OA-F. DESIGN STANDARDS WITH PROPERLY ATtACHEO RIGID CEILING -- STATE of TOT.LD. 47 .0 PSF O/A LEN. 3-0-0 CDWORN W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PRC ORSO 'SEAL ON THIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF ' Q � OUR.FAC. 1 •33 IN OLY. AND SHALL MOt 0E RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTORINEEV`' ■-P - 4T T i NAT A SIGN SPECIFICATION FCONSTRUCTION ��M�M MM�1��,``` SPACING 24.0" TYPE eCk 4— T R JACK THIS DWG. PREPARED FROM COMPUTER INPUT ADS & DIMENSION SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N NNWARNINGMM AN UPLIFT REACTION OF -150/ OCCURED ON A SOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. NESS 2x4 SP /2 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED: UPLIFT LB): 290 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC FT): 0.00 1.25 1.25 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH, MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING 11991 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 NNN UPLIFT MMM MMM HANGER MMM INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 - -455!(Jacks Only) HUS26 - + 2751! -12861 10tl 1ply), MTS12 - -1000! 1 HUS26 - + 3315/ -1550! i6tl iply MTS12 - -2000!(2 Each) I HHUS48 - + 42990 -1660! 10tl.2ply MTT28B - -3786/(2 Each) 1100 1 HHUS48 - + 51800 -2000! 16d 2ply) MTT288 - -4455!(2 Each) ((164)1 HGUS48 - + 6640! -2199# 20d 2ply) MST60 - -46880(Per 2ply) I HGUS48 - + 8000! -2650!(16d 2ply 1) CS150 - -16500 Each) I HGUS5.5- +11335f_-3----945/(f6d 3ply) ------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p s 7.12 T 2X4 (At) 11.11 4'3 9 �2, R=4411 W=3"8 TAG - T49 SEG: 68582 PLT. TYP.-ALPINE DESIGN CRIT-TPI OTY 1 TOTAL = 1 REV. 17.2m SCALE =0.5000 /'11�1 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPGR T AN T 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 TC DL 7 O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST99 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` E ' ALPINE - PINE CONNECTORS ARE NAGE OF 206A GALY:`ftEEl MEETING ASTM OUtREMENT3. UNLESS OTHERNISE INDICATED. TOP - - 8C DL 10 .0 PSF DRWG O 4446 GR B EXCEPT AS NOTED. APPLY CONNECTORSTO 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 5606 N 8C LL 47 .0 10.0 PSF R A G CONNECTORS PER DRAWINGS SSD. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF TOT.L D. 4 7 •0 PSF O/A LEN. 1-3-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER O RTO F' P'- SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'�� OUR.FAC. i •33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. W--TP .TRUSS PLATET T T MAT A N F AT F T T N ''�N, „.N� SPACING 24-0„ TYPE J aCk 4— T CORNER JACK THIS OWG. PREPARED FROM COMPUTER NPUT (LOADS 6 DIMENSIONS) SUBM TTED BY TRUSS MFR, TOP.CHORD 2x4 SP 02 N WWMARNINGWW AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP /2 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIRED. WEBS 2X4 SP 02 N ' PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 270 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ----------------- --------------------------------------------- TYPICAL SIMPSON OR EOUAL 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 WWW UPLIFT WWW I WWW HANGER WWW INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. H5 -455#(Jacks Only) I HUS26 + 2751! -1286!(10d 1ply) MTS12 = -10007 HUS26 = + 3315# -1550f(160 1piy)7 NTS12 -20000(2 Each) HIRJS48 + 4299# -1660# 10tl.22ply)MTT288 -3786#(2 Each) (fOd) HHUS48 + 5180! -20001 160 2ply) MTT288 -4455f(2 Each) 06d) HGUS48 - + 6640! -21990 10d 201y) MST60 -4688# Per 2ply) HGUS48 + 8000! -2650/ 16d 2ply1 CS150 = -1650# Each) I HGUS5.5- +113350-3.... 16d 3ply1) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 610'6"4 10'6.4 _T..- 2X4 (A 1) fo 3 4.3 10' i R=505# W=3"8 R--228#-09#"8-V'8 1' Gg 55 M PLT.-TYP.—ALPIN DESIGN CRIT-TPI CTY - 8 TOTAL 8 REV. 17.2m SCALE6-0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUTRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *I MPORTANT N N 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 DESIGN11,tj1fU'I�� TC DL 7.0 PSF DATE 12/01/94 FAILURE TO KRM ILO THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING R: ` v E '�� O� ALPINE CONNECTORS ARE MADE OF 20GA GALY,,,STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5506 YAMS AND 1MLESS OTHERWISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD V BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 6 ISOA-F• DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ jQT.LD. 47 .0 PSF QJA LEN. 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS L IPL AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER T 0 R10 T' Y- SEAL ON THIS CRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� DUR.FAC. 1 .33 IN OKI, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INE!!` ?I Sp A C I NG 24.0�� A--TP - T AtINSTITUTE, NATIONAL N SPECIFICATION fCONSTRUCTION ,N'1NN .. N�, TYPE ark 4— T HIP JACK 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 (LB): 340 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 4.35 TRUSS DESIGNED FOR 100.00 MPH WIND, 15.00 FT ABOVE GROUND WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 03-03-00 ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REOUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-1-Uplift MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- Wxx UPLIFT xxx I xxW HANGER xWx H5 - -455/(Jacks Only) 1 HUS26 + 27510 -12861(IOd 1ply NTS12 - -1000f I HUS26 - + 3315# -15501(16d 1ply MTS12 - -20000(2 Each)Each (( 1 HHUS48 + 42991 -166001€10d 2ply1 MTT288 - -44551 2 EaChl (16d10d1� HGUS48 + 66400 -2199/110d 20 i6d plyl' MST60 - -4688#(Per 2piy) HGUS48 - + 8000: -2650#(16d 2ply)) CS150 - -1650E(Each) HGUS5.5- +11335/ -3945# 16d'3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 137# in R- 7'5"2 2x2 T 4.24 C: T 2 X 4 (A 1) �+ y �9 1.5X3 �_2'9"15 4'7"2 --� 4 '7"2 R=4531 W=4"15 R=901 W=3" N TA T48 SED: 68580 PL TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL - i REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANTM*SHALL NOT BE RESPONSIBLE FDR AMY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �� r �� TC OL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CO FORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ,ALPINE CONNECTORS ARE MADE OF 200A QALY-STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF ORWG A446 OR 8 EXCEPT AS NOTED. APPLY cONNECTdAS TO EACH FACE OF CHORD SHALL BE LATERALLY&UCEO WITH PROPER - 5606 - TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS M. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGIO CEILING --SEE STATE OF _ TOT.L O. 47 .0 PSF OS A L E N. 4-7-2 CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER DEAL ON THIS WANING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS :' QPM OUR.FAC. i .33 IN ONLY, AND SHALL NOT DE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE ' A--/P AT t 1 7 NAT A s F AT F NBTRIICT N "" I SPACING SEE ABOVE ITYPF j ack I (4-3611) LT I J 7'0 HIP JACK THIS OWG PREPARED FROM COMPUTER INPUT LOADS 6 IMENSIONS SUBMITTED BY TRUSS MFR. TOP.CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT ILB): 510 210 200 WEBS 2x4 SP 03 BRG.LOC FT): 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WINO, 15.00 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 OR FULLY OPEN BUILDING (1991 SBC) REACTION OF 337.19. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 -------------------(+)_Gravity (-)-Uplift SETBACK. CORNER JACKS HAVE NO WEBS. --------------------------------- NNM UPLIFT xWx I W;;,HANGER MAN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455/(Jacks Only) I HUS26 - + 2751/ -1286/(lOd 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -1000i 1 HUS26 + 3315/ -1550/0 6d 1ply) MTS12 - -2000/(2 Each) ( I HHUS48 - + 4299/ -1660/(100 2ply) CONTRACTTHIS TRUSS IS DESIGNED TSO BEAR IANN:D/OR SUPPORT ADDITIONAL LOADS MT1 88 -44551(2 Each) 116GO HG S48 - + 6640/ -2+ 5180f 199/(10d 2ply)' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -4688/(Per 2ply) HGUS48 - + 8000/ -2650006d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.127# CS150 - -1650/(Each) HGUS5.5- +1f 35350 - 45/(16d r y) 1 2 7# REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLI 3HAN# . NG 17 Aws R• 1210"4 412'6"8 m 1.5X3 0 4.24 C;:-- . m -r 2X4 (A I) y 9 2'9"15 9' 10"13 �--- 4'2"15 — 5'9"6 R=563# W=4"15 - 123# R=285# W=1"B H TA Tgg3 SED: 68592 PL TY .-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV, 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 0 PSF REF t *IMPORTANT**SHALLNOT BE RESPONSIBLE FDR AN. ARNING IN HANDLING. ERECTION AND wDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR AMY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN e0,� EEiFS'q' TC OL 7 .0 PSF DATE 12/01/9`�FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTaB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF MA GALV ' TEEL MEETING ASTM WIREMENTS, 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 - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD - BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - TOT.LD. 47 .0 PSF DSA LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NDS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPERSEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '�IN ONLY, AM 94ALL NOT BE RELIED UPON IN ANY OVER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. DUR.FAC, 1 ,33 W--TP -T AT 1 t T AT A F AT T f N �'NPfit �`� SPACING SEE ABOVE TYPE ack 4- T 7*0 TRAY HIP JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 440 240 200 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 9.90 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.. 00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) REACTION OF 374.56. --------------------------------------------------------------- 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. --------------------------------- WWW UPLIFT WWW ) WWW HANGER WWW CONTRACTORS WARNING: H5 - -455#(Jacks Only) I HUS25 - + 27510 -1286#(100 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000# i HUS26 - + 33150 -1550#06a 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -2000#(2 Each ( HHUS48 - + 42990 -16600(10d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -3786#(2 Each (sod) HHUS48 - + 51800 -2000#(16d 2ply 1R MTT288 - -4455#(2 Eachhud1 HGUS48 - + 66400 -21990(100 2ply ' MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -25500(16d 2ply) CS150 - -1650#(Each) I HGUS5.5- +113350 -3945#(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=375# W=1"8 2X3 11'6"B m 0 1.5X3 C'U 4.24 C:;- 2X4 2X4 (A1) T y .re 2.12 � 8 4X6 (R) I'--2'9"15 —+ 6'0"13 3' 10" -i 9' 10" 13 -� R=731# W=4"15 R=38# W=1"8 TAG T47 SED: 68578 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - i TOTAL = i REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES P 111 EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE FWSPOM113LE 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 dtNE01 " " TC OL 7 •O PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE -ALPINE CONNECTORS ARE MADE OF 200A GAL (STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 •O PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOIR SHALL BE LATERALLY aNACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING, BOTTOM CHORDBC LL 0 •O PSF RAG CONNECTORS PER DRAWINGS 130, 150 9 16OA-F. DESIGN STANDARDS WITH PROPERLY AITACHEO RIGID CEILING --SEE - T0 T.L D. 4 7 .O PSF �/A L E N. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERSEAL ON THIS MAKING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS � OUR.FAC. 1 33 IN ON.Y. AND SHALL NIOT BE PELTED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �` --TP 1 -INSTITUTE. NATIONAL N AT F 1 1 11„'`` SPACING 24.0” TYPE spec 4- T TRAY CDR JACK THIS DWG PREPARED FROM COMPUTER NPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N NNWARNINGNN AN UPLIFT REACTION OF -2280 OCCURED ON A BOT CHORD 2x4 SP 02 N NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 320 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.00 1.00 REACTION OF 0.00. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD, WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. PROVIDE CONNECTION FOR 8300 AT HIGH END OF BOTTOM CHORD TO ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) PREVENT SLIDING. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (+)-Gravity (-i-Uplift ------------------- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------- NNN UPLIFT NNN i NNN HANGER NNN CONTRACTORS WARNING: H5 - -4550(Jacks Only) HUS26 - + 27511 -12860(10d 1ply)- THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ 1 HUS26 + 3315/ -15500(16d 1ply)� AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000 2 Each) ( HHUSAB - + 42990 -16600 IOd 201yl) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT28B -3786/(2 Each) (10d)I HRUS48 - + 5180/ -20000(16d 201y))) MTT28B -4455/(2 Each) (16d)I HGUS48 + 6640 -2199/(fOtl 2ply MST60 -4688/(Per 2ply) II HGUS48 + 8000/ -26500((160 2ply CS15O - -16500(Each) HGUS5.5- +113350 -39450 16tl 3ply REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 6 p2X4 (A1) _F 8-6.4 T Q:2-2 4i'3 a 3 �_2 R=5051 W=3"8 Ra-2281 -8®�"8=iP8 TAg - T46 SED: 68576 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF XIMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND ^'\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �THus„eT T TC DL 7 .0 PSF DATE 12/01/94 A \\UVNAV\ FAILURE TO BUILD THE TRUSS 1N COWOIMANCE WITH CST88 BY TPI. FOR AOOITIO14AL SPECIAL PERMANENT BRACING RE - , O\\\\vw ALPINE CONNECTORS ARE MADE OF 20GA GALrn STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP NNE - _ BC OL 10.0 PSF DRWG A448 CR 8 EXCEPT AS NOTED. APPLY CoCT6RS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER . 5606 0 .0 PSF R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL CONNECTORS PER CRAVINGS 130. 150 8 180A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.L 0. 47 .0 PSF O/A LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 RIOT ?` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .� Q � DUR.FAC. 1 .3 3 IN ONLY. AND SMALL NOT BE REL1EO UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. � , INEEIRS T AT IMMUM NATIONAL SPECIFICATION FCONSTRUCTION " „ „„ ` SPACING 24.0" ITYPE ) aCk Job:-(4-3611) T TRAY CDR JACK 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. BOT CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 UPLIFT BASED ON 10.00'PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) ------- ------- -- ----- ------------- ------------ REACTION OF 37.23. ------ - - - - TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER-REQUIREMENTS------ PROVIDE CONNECTION FOR 5300 AT HIGH END OF BOTTOM CHORD TO (+)_Gravity (-)-Uplift PREVENT SLIDING. --------------------------------------------------------------- WNM UPLIFT NMN I MNK HANGER NWN A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455#(JackS Only) I HUS26 + 27510 -12860 10d 1ply) MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 I HUS26 + 33150 -1550#(150 iply) MTS12 - -20000(2 Each) I HHUS48 + 4299# -1660/((10d 2ply) CONTRACTORS WARNING: MTT288 - -3786#(2 Each) (10d)I NHUS48 + 5180# -20000 16d 2ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTT288 - -4455#(2 Each) (160) HGUS48 + 6640# -2199#(10d 2ply)' AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MST60 - -46880 Per 2ply) I HGUS48 - + 8000# -2650#(16d 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. CS150 - -1650# Each) I HGUS5.5- +113350 -39450 16D 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=37# W=1"8 T9'6"4 1�'22'"1" T— 2x4 (K) B 2 4-3 1 B a 3 R=384# W=3"8 R=14# W=1"8 I N TAY T45 SED: 68574 PLT. TYP.-ALPINE DESIGN CRIT=TPI QTY = 2 TOTAL - 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. 'PUSSES PEGUIRE EXTREME CARE 12/01/94 TC LL 30 .0 0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FGR ANY ARNINGINHANDLING. ERECTION AND ,1DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN �11' ' � TC DL 7.0 PSF DATE 12/01/94FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 200A GALV,STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 •O PSF DRWG ARAB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - R A G TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF CONNECTORS PER DRAWINGS 130, 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE of TOT.L 0. 47 .O PSF O/A LEN. 3-O-O COFORN M/APPLICABLE PROVISIONS O' NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS GRAVING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' DUR.FAC. 1 .33 IN O LY. AND SHALL MDT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEYA �� W--TP - T AiINSTITUTE. NATIONAL SPECIFICATION F 1 i N ,'1j�1iN." SPACING 24 0" TYPE jack Job:- (4-3611) TRAY CDR JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED BY TRUSS MFR. TOP.CHORO 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP /2 N UPLIFT SLB): 290 200 200 WEBS 2x4 SP 03 SRG.LOC FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING (1991 SBC) REACTIONOF 170.38. --------------------------------------------------------------- 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. --------------------------------------------------------------- Nkk UPLIFT kxk I kMk HANGER kkN CONTRACTORS WARNING: H5 - -455/(Jacks Only) I HUS26 - + 27510 -1286t(fOtl (ply) THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000/ I HUS26 - + 3315/ -1550/(16d ►ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20001(2 Each)61 �I HHUS48 - + 4299# -1660#(IOd 2p1Y) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -378 ((2 Each (10d I HHVS48 - + 5180# -2000#(f6d 2ply MTT288 - -44551 2 Each) (16d I HGUS48 - + 6640/ -2199#(100 2ply MST60 - -4688/(Per 2ply) I HGUS48 - + 80001 -2650# 16d 2plyj CS150 - -1650#(Each) I HGUS5.5- +11335/ -3945#(160 3p y) REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=170# W=1"8 1.5X3 10'6"4 c� 0 s 2X4 (Ai) 4,'3 0 3 4X5(R) m 5 R=445# W=3"8 R=7# W=1"8 PATA? T44 SED: 68572 T . TYP.-ALPINE DESIGN CRIT-TPI OTY - TOTAL - 2 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 12/01/94 TC LL 301.0 PSF REF t XIMPORTANTWX SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 aY TPI. SEE THIS DESIGN ��`� r '� TC DL 7 .0 PSF DATE 12/01/94 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GA,V, STEEL MEETING ASTM OUIREMENT9. UNLESS OTHERWISE INDICATED, TOP - - 8C DL 10 .0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECT— TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 8C LL 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SWATHING. BOTTOM CHORD W CONNECTORS PER DRAWINGS 130. 150 c IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF - T O T.L D. 47 .0 PSF 0/A LEN. 5-0-0 CONFORM N/APPLICABLE PROVISIONS OF NAS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C O RIOp P - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FUNISH A COPY OF THIS .�' Q' OUR.FAC. 1 •33 IN ONLY. AHA SHALL NAT BE RELIED UPON TN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. I/'EE�.��` •--TP AT r T T NAT A F AT c T T ��''NNN ,,,,.` SPACING 24.0" TYPE spec Job: 14-3611)a T J 7-0 TRAY END JACK THIS N PA PAA D FA M COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP i2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. BOT CHORD 2x4 SP i2 N UPLIFT (LB): 310 200 200 WEBS 2x4 SP :3 BRG.LOC (FT): 0.00 7.00 7.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING 11991 SBC) REACTION OF 257.44. --------------------------------------------------------------- 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. - - - NNW UPLIFT www 1 NNN HANGER www CONTRACTORS WARNING: H5 - -4551(Jacks Only) I HUS26 - + 2751: -12860110d 1ply) THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MTS12 - -1000: 1 HUS26 - + 3315: -15506060 1ply) AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING MTS12 - -20000(2 Each) 1 HHUS48 - + 42990 -i660#000 2ply) INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MTT288 - -37861(2 Each) (10d)1 HFIUS48 - + 51801 -20001(160 2ply' MTT288 - -4455f(2 Each) Moll HGUS48 + 6640# -2199#00d 2PIyl MST60 - -4688#(Per 2ply) I HGUS48 + 80000 -26500(16(J 2ply}) CS150 - -1650#(Each) 1 HGUS5.5- +113351 -3945#(16d 3ply) -------------------------- ------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS R=257# W=1"8 11'6"4 f*7 1.5X3 0 (V 6 49, 2X4 (Ai) T 3 a 3 4X5 (R) �2. .}.--_---4,3HN8 -2H8H8 7 R=526# W=3"8 R=27# W=1"8 TAG SEQ: 68570 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY - 4 TOTAL = 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC, TRUSSES REQUIRE EXTREME CARE 12/01/94 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HAN01.INc. ERECTION AND 111DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BT TPI. SEE THIS DESIGN ��1� �� TC OL 7.0 PSF OATE 12101174 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OStBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MAGE OF 200A GALV.,STEEL MEETING AST" OUIREMENTS. UNLESS OTHERWISE MOMATEO. TOPBC CL 10 0 PSF ORWG A440 O1 B EXCEPT AS NOTED. APPLY CONNECUTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 - BC LL 0 0 PSFRAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD wCONNECTORS PER DRAWINGS 130. 150 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING-- SEE STATE of _ T 0T.L0. 47 .0 PSF C/A LEN. 7-0-0 CONFORM W(APPLICASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/91) FOR PROPERORI P �SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � OUR.FAC. 1 3 3 IN ONLY• ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. OEBIGN TO THE TRUSS ERECTION CONTRACTOR. INE L" •� W--TP - T ATINSTITUTE- NATIONAL M F AT FOR M T T ON '/��N�H,,,�H�1` SPACING 24.0.. TYPE spec ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- j The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 1 --------------------X1 R-0 R-7 Wall R-Value. . . . . . . . . 11.0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- + AIRCONDITIONER. . . . . . . . . . . . . 10. 0 SEER 17 .0 . . . . . . . . . . SEER. . . . . . . . . . . . . 10 0 IX---------------- -- HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12.0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 1 --------------------- 1 0.40 0.80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: GGa�S�,�p of �,k �-_� . Signature: � jat-,) Date: S S city/Zip niGk/xw-t" Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 97 SL 2 BUILDER: CENTEX AND ADDRESS: 1579 LINKSIDE DR PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0. 00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2. Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2. Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30.00 , 1658.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939. 75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: . J&t") compliance in accordance with Section DATE: Ly 95` 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: �.t9��) BUILDING OFFICIAL: z.. ------2� DATE: DATE: �� Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 97 SL 2 BUILDER: CENTEX AND ADDRESS: 1579 LINKSIDE DR PERMITTING CLIMATE JACKSONVILLE, FL 322 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2. Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4. 5. Conditioned floor area (sq.ft. ) 5. 1647 .00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 170.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 169.00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 995.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 197 .00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) 11a.R=30.00 , 1658.00sgft 12.Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 6.80 15.Hot water system: 15 . Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.42 a. Total As-Built points 19a. 28939.75 b. Total Base points 19b. 29706.04 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: sQ,f�� compliance in accordance with Section DATE: S- �r- 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. , n OWNER/AGENT: ( �.C�c.> BUILDING OFFICIAL: �. DATE:- �Fk DATE: � 4 SUMMER CALCULATIONS ******************************************************************************* BASE -_- ( __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 92 .00 65 .8 6053.6 DBL CLR N 18.0 38.3 .94 648.0 DBL CLR N 18.0 38.3 . 94 648.0 DBL CLR N 20.0 38.3 . 94 720.0 DBL CLR N 18. 0 38.3 .94 648.0 DBL CLR N 18.0 38.3 .94 648.0 S 24 .00 65.8 1579.2 DBL CLR S 24 .0 66.2 .91 1445.8 W 54.00 65.8 3553.2 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 15.0 79.7 .95 1135.7 DBL CLR W 12 .0 79.7 .95 908.6 DBL CLR W 12.0 79. 7 .95 908. 6 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS --------------------------------------------------------------- ------------- . 15 ------------------------------------------------------------------------------ . 15 1,647 .00 170.00 1.453 11, 186.00 16,255.89 8,846.60 -------------- NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995. 0 . 9 895.5 Ext Wood Frame 11.0 995.0 1.70 1691.5 Adj 197 .0 .7 137 .9 Adj Wood Frame 11.0 197 .0 .70 137 .9 DOORS---------------- Ext 21.0 6. 1 128. 1 Ext Insulated 21.0 4 . 10 86. 1 Adj 18.8 2 .4 45. 1 Adj Wood 18.8 2.40 45.1 CEILINGS------------- UA 1507 . 0 .6 904 .2 Under Attic 30.0 1493.0 .60 895.8 Under Attic 30 .0 165.0 .60 99.0 FLOORS--------------- Slb 169.0 -37 .0 -6253.0 Slab-on-Grade .0 169.0 -41.20 -6962.8 INFILTRATION--------- 1647. 0 8. 0 13176.0 Practice #2 1647 .0 8.00 13176.0 TOTAL SUMMER POINTS I - - 25,289.71 I 18,015.22 TOTAL x SYSTEM - COOLING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 25,289. 71 .37 9,357. 19 1 18,015.22 1.00 1. 100 . 340 .860 5,794 .42 WINTER CALCULATIONS BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ -------------------------------------------------- N 92 .00 -10 .6 -975.2 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 . 3 1.09 143.2 DBL CLR N 20.0 7 .3 1.09 159. 1 DBL CLR N 18.0 7 .3 1.09 143.2 DBL CLR N 18.0 7 .3 1.09 143.2 S 24 . 00 -10.6 -254 .4 DBL CLR S 24 .0 -28.4 .96 -654.3 W 54 .00 -10 .6 -572 .4 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 15.0 -9.2 .85 -117 .3 DBL CLR W 12 .0 -9.2 .85 -93.8 DBL CLR W 12 .0 -9.2 .85 -93.8 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,647 .00 170.00 1.453 -1,802.00 -2,618.73 -344.57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 995 .0 2 .2 2189.0 Ext Wood Frame 11.0 995.0 3.70 3681.5 Adj 197 .0 3.6 709.2 Adj Wood Frame 11.0 197 .0 3.60 709.2 DOORS---------------- Ext 21 .0 12 . 3 258.3 Ext Insulated 21.0 8.40 176.4 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1507 .0 1 .2 1808.4 Under Attic 30.0 1493 .0 1.20 1791.6 Under Attic 30.0 165.0 1.20 198.0 FLOORS--------------- Slb 169.0 8.9 1504 . 1 Slab-on-Grade .0 169.0 18.80 3177 .2 INFILTRATION--------- 1647 .0 7 .4 12187 .8 Practice #2 1647 .0 7 .40 12187 .8 TOTAL WINTER POINTS 16,254 .27 21,793.33 ---------------------- TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 16,254 .27 .55 8,939.85 1 21,793.33 1.00 1. 100 .500 1.000 11,986.33 ******************************************************************************* WATER HEATING ******************************************************************************* BASE -__ __= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409 .00 ( 40 .90 1.000 3719.7 1.00 11, 159.00 SUMMARY ******************************************************************************* BASE ___ ( -_= AS-BUILT ------------------------------ COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 9357.2 8939. 8 11409.0 29, 706. 04 5794.4 11986.3 11159.0 28,939.75 ***************** * EPI = 97 .42 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 97 .4 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30.0 I --------------------XI R-0 R-7 Wall R-Value. . . . . . . . . 11.0 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIRCONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . . . 10.0 IX------------------ I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 6.8 IX-------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- I 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0 .00 I --------------------- I 0 .40 0.80 Solar EF. . . . . . . . . . . . . . I ---------------------I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder n _ Signature: e.'t ,Q jf'p'w Date: �4•9s" City/ZipQ ��Q.(r, 31 i1 k Florida Eifergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :97 SL 2 ADDRESS : 1579 LINKSIDE DR CITY :JACKSONVILLE, FL 32233 OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1647 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62 .3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 23620.60 STRUCTURE SENSIBLE 11671.22 MECH.VENT- 200 Cfm 4180.00 SENS. + MECH.VENT : 15851 .22 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1181.03 DUCT GAIN 1885 . 12 TOTAL LOSS/BTUH 24801.63 TOTAL SENSIBLE 20736. 34 TOTAL LATENT 12557 . 11 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 4960.33 20% SENS.OVRSZE FTR: 4147 .27 ACTUAL + 20% OVERSIZE: 29761.96 SENS. + 20% OVERSIZE: 24883.61 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- West Double Clr Drapes/Blinds 1 15. 00 435.00 690.00 West Double Clr Drapes/Blinds 1 15.00 435.00 690.00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552 .00 West Double Clr Drapes/Blinds 1 12 .00 348.00 552.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 18.00 522 .00 288.00 North Double Clr Drapes/Blinds 1 20.00 580.00 320.00 North Double Clr Drapes/Blinds 1 18.00 522. 00 288.00 North Double Clr Drapes/Blinds 1 18.00 522.00 288.00 South Double Clr Drapes/Blinds 1 24 .00 696.00 600.00 Infiltration : Winter Htm ( 28.5 ) x 170.00 4845.00 Infiltration : Summer Htm ( 6.92 ) x 170.00 1176.4 .00 --------- --------- --------- Window Frame : Metal SUBTOTALS: 170.00 9775.00 5732.40 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 995 .00 3582 .00 2487 .50 Wood Stud - Adj . 11 197 .00 709.20 334 .90 --------- --------- --------- SUBTOTALS: 1192 .00 4291.20 2822.40 D0 0 R S---------------------------------------------------------------------- Insulated Core/Metal - Ext. 0 21.00 371. 70 109.20 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 28.5 ) x 39.80 1134 . 3 Infiltration :Summer Htm( 6.92 ) x 39.80 275.42 --------- --------- --------- SUBTOTALS: 39.80 1923.36 463.58 CE I L I N G S---------------------------------------------------------------- Under Attic 30 1493.00 1940.90 2388.80 Under Attic 30 165. 00 214.50 264.00 SUBTOTALS: 1658.00 2155.40 2652.80 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 169.00 Lin.Ft. 5475.60 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 23620.60 18851.22 -------------------------------------------------------------------------------