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Permit 1085 Jasmine Street ADDRESS F/0 9 BUILDING PERMIT NUMBER INSPECTIONS : FOOTING UNDER SLAB PLUMBING e?-/ y lc -7 SLAB a r�7 FRAMING -/ - Z7 COVER-UP 3'/ y F 7 INSULATION 2- /S- 1' 7 FINAL BUILDING '7 - ° 7 CERTIFICATE OF OCCUPANCY--'/ - ELECTRICAL CCUPANCY '7 "ELECTRICAL PERMIT # INSPECTIONS ROUGH J1 FINAL MECHANICAL PERMIT # - .�y3 PLUMBING PERMIT # 1-3311 NOTES : CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00000612 Date 5/20/08 Property Address . . . . . . 1085 JASMINE ST Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL CATV CABLE ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- SIMS, ANTHONY & SYLVANNE COMCAST COMMUNICATIONS 5934 RICHARD ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 380-6423 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/20/08 Valuation . . . . 0 Expiration Date . . 11/16/08 --------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . See attached map. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 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 BUU�DING/ZONING DEPARTMENT APPLICATION � 000 Seminole Road AfilantioBeach,Florida 32233 .CJFi1�'r (904)247- 000 (904)247-$8845 Fax w w.coabms APPLICATION TRACKING FORM REQUI DEPT: ,,tr�,� ' Y PLANNING Property Address: / �8� � a/J'' ►U 016 � � • BUILDING c'• tsrvc..ca.�+- _ N PUBLIC WORKS ' AppUcan$: J0 JN . PUBLIC UTILITIES Project: ►1�� I C lJL 1 V C,(�W)C./ YY I4 PU9L SAFETY w -APPROVAL vREQUIRED AGENCY: RECEIVED BY: INITIAL DATE: Z ry Y N D.E.P HUFSTETLER 0 <[7y N S.J.RW.NI_ CARPER =a Y N ARMY CORPS of ENG CARPER I- O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: Sl BUILDING DA AP REVIEWED BY: INITIAL: IDA ® 1 ST REV ® A�C11- PLANNING ® ® 2ND REV BUILDING BLIG o ' PUBLIC UTILITIES FIRE DEPT. PUBLICSAFETY .® ® 3RD REV ® ® ' Public Works Plan Review Comments , r,b Date: U8 Initials: h Project Name/Address: eA&,jE Application Permit#: O LF Apilcation�' accking omments � tto A Provide impervious surface calculations. ❑ Provide erosion and sediment control plans with installation details and maintenance ❑ schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using ❑ right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-66 See attached info. Sheet If on-site storage is required, a post construction topographic survey documenting ❑ proper construction will be required. A Right-of-Way Permit must be obtained for use ❑ A Revocable Encroachment Permit must be obtained. ❑ Pool—Wellpoint(if used)-must discharge into vegetated area 10' minimum from ❑ street or drainage feature Swale, structure or lagoon). All driveway aprons must be concrete, 5 inches thick,4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not ❑ allowed in the ROW Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be ❑ sho o the lans. l s, oR b) I 11-6 7, - boL06 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 Date 4/29/08 Permit# uoU Mataress ruoo uasrnrne of rssueu a 7 M1 r nr_ t,i r r Perm itee: COM CAST Telephone #904-280-6420 Permittee Address:5934 Hichard 5t, Jacksonville, I-L 32216--- ---------------------- oWP "" I evve7b I,c Requesting Permission to Construct: 46& eand CAN facalities ------------- ------------------------------------------------------------------------------------------------- Location: (Reference to Cross-Street) 1085 Jasmine St near W 9"'St ------------ 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes(X No ( ) Date: ---A/?q/np------- Bell South Telephone Company Yes (X No ( ) Date: --4/29/08-------- Ferrell Gas Yes ( No ( ) Date: ----------------- Com cast Yes( No ( ) Date: ----------------- 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all,or any portion of said street or easement as determined by the Director of Public Works,any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee u elm urs nt is authorized. 3. All work shall meet City of Atl lc Beach or Florida Pepartment of Transportation Standards and be performed under the supervi ion of Gary Voisin(C ractor's Project Superintendent) located at 5934 Richard St,Jax, FL 3 04-380-6420 _ 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 30 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four(24)hours prior to starting work and again immediately upon completion. OWNER Signed: Date: Before me this day of _ in the County of Duval, State Of Florida,has personally appeared _ Notary Public at Large,State of Florida,County of Duval. My commission expires: Personally Known: or Produced Identification: April 29, 2008 City of Atlantic Beach 800 Seminole Rd Atlantic Beach, FL 32233 To Whom It May Concern: I am writing to inform you that Comcast Communications is proposing to install 210' underground CATV as shown on the attached plans. Please review the attached drawings and information to provide an approved permit. If any additional information is needed, please advise. I may be contacted as shown below. Thank you. A �&- L-.-k Billie Lentes Authorized Agent of Comcast Cable Lentes Design, Inc. Special Projects Manager 4209 Baymeadows Rd, Ste 2 Jacksonville, FL 32217 (904)-730-0068-W (904)-651-7642-C lentesdesign@comcast.net DATE: Z7/- ,--1 9` 9 7 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS ) HAVE BEEN MADE AND ARE SATISFACTORY : 133511 - �- - Gam`-- --------------------------- --------------------- ------ _/ 955ac_ IL --------------------- ------ ' ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDING INSPECTION DIVISION cc: FILE CITY OF 1 ctcc bead - 576ud4 800 SEMINOLE ROAD ----- - -- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 NOTICE TO: Water Department FROM: Building Department DATE: Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address /3 5 S 1n0 CC moi'( ia993 ZZ C-) Z-6 '5 'zi, (:7e , Gbit-c. Building Department Mt CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 jilt Application Number . . . . . 09-00000655 Date 5/11/09 Property Address . . . . . . 1085 JASMINE ST Application type description MECHANICAL HVAC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 1 cu 1 ahu ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SIMS, ANTHONY & SYLVANNE STAATS A/C COMMERCIAL REFRIGERATION INC ATLANTIC BEACH FL 32233 ST. JOHNS FL 32259 (904) 731-8476 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Permit Fee . . . . 79 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/07/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 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 ra 800 BEMINOLE ROM,ATLANTIC WACH,FL 32233 e 1 OFFICE(904121?-6=*FAX No 4w4)2475W 8UWNGZEPTQCQW.US ?� MECHANICAL PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS.• 118 THIS A SUB PERMIT: 3 DAM 6 �5 1WCO � a YES PERMrT N: PROPERTY OWN": 4 I 1 ADDRESS IF DIFFERENT FROM J08 ADDRESS PHONE: /^/► tdECHANICALCONTRACTOIfi 17-fq-q4 13 7VAMEOF ANY: 8.� \V SS G9•?$7A OF 1�►UCEIIS ND: 1 E 11 F i2QJiARADpF�SS: FFICE ,.-. 14. W Application is hereby made to obtain a permit to do the wok and installations as indicated. i certify that aN work will be performed to meet the standards of at laws regcrla ng construction in this jurisdiction. This pen*becomes nu . nd void if work is not commenced within six(6) nwnihs,or S construction or work is suspended or abandoned for a period of sbc(6)mon any time after work kotomm ARI#3 3D 5 51G 1 ��(4 -CONTRACTORS SIGNATURE: Q 15 CLASS OF MfORK 16,BUILIMG: 17.SERVICE: ft.CURREIRThollm Cl NEW INSTALLATION O,.,NEW DENTIAL O W FLORIDA BUILDING CODE- Wl*kPIACED MENT OF EXISTING SYSTEM e(ISTING D COMMERCIAL MECHANICAL 0 ALTERATION I ADDITION TO EXIST SYSTEM 0 REPAIR D OTHER MECHANICAL EQUIPMENT TO BE 0 WALLED: 19.HEAT: 13 SPACE 13 RECESSED &d§4YRAL O FLOOR BURNERS: 20.AIR COMOITIONING: O ROOM IlrCENTRAL 21.DUCT SYSTEM: MATERIAL- THICKNESS: MAX CAPACITY: Cfm 22.REFRIGERATION: MAX CAPACITY: Cfm 23.COOLING TOWER: CAPACITY: gpm 24.FIRE SPRINKLER: NUMBER OF HEADS: 25.LIFT SYSTEM: ELEVATOR: MANUFT: ESCALATOR: AUTOLIFT: 26.COMMERCIAL HOOD NUMBER: 27.F62EPLACE: PREFABRICATED: MASONRY: 28.IRRIGATION: O PUMP D WELL O PIPING 29.GAS PIPING: #OF OUTLETS: 0 GAS AHU.- O GAS WATER HEATER 30.OTHER-SPECIFY: SAAR HEATING. BORERS.UNFIRED PRESSURE VESSEL.HEAT EXCHANGER ORCOMINDUCTSEML VALLIE FOR OTHER ITEMS_ 31.COCILM EQUVWMEOffr 1 NUMBER APPROVING OF UNITS DESCRIPTION MODEL S MWVFACTUI2ER TONS AGENCY s ' 1 3Z.HEA TtNc EQUWMWr' NUMBER R Fl_QES,AIR HANDLERS ETC, APPROVING -OF UNITS DESCRIP7194MOD@LirUFACTU R BTU AGENCY z6 6 W/ 3&7APPROVING NUMBER GALLONS CONTAINED MANUFACTURER SERLAL S AGENCY 9LDW4 PBnnY AP0kxIMMGM REVISED:1?1181200e 6-d 9V86-LtZ-b06 0 AIJOSW81SAS UOI}eLWOJUi d£b:£0 60 80 AeW 01/04/2006 00:35 19043556312 GOODMAN DISTRIBUTION PAGE 02102 Certificate of ARI-Certified Performance The following Split System:Heat rump with Remote Outdoor Unit-Air-Source Outdoor Unit Modell Number:SSZ140361A* combined ipwith Indoor Unit Model Number:ASPP313716A" Manufactured by:GO00MAN MANUFACTURING CO.,LIP. ander the TradWErand name,,GOODMAN,JANITROL,AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR COND11IONING AND HEATING,ENERGI Alii has been rated in accordance with AHRI Stdridard 2101240-2006 for UNITARY AIR-CONDITIONING AND AIR=SOURCE HEAT PUMP EQUIPMENT and it,certified by the Air-Conditioning,Heating,and Refrigeration Institute to meet the following product peftr mance ratings: Cooling Capacity(Btuh): 36000 EER Rating(Cooling): 12.50 SEER Rating(Cooling): 15,00 Heating Capadty(StUh)@ 41 F: 34600 Region IV HSPF mating(Hosting): 9.00 Heating Cap6city(Stuh)@ 17 F: 23600 A"following a rating Indicates a voluntary carate of previously pubflshad data,unless accompanied With a WAS which Indimtes an Involuntary cerate, ThI.4 combination qualifies fbir a Fediarat Energy Efficiency Tax Credit when placed in service between February 17,2009 and December 31,2010. ARI Reference#: 3305561 Today's Date: 5111!2009 Status: Active CERTIFIED RATINGS ARE VALID ONLY FOR THE PARTICULAR COMBINATION OF INDOOR AND OUTDOOR UNITS LISTED IN THE AIR-CONDITIONING,HEATING,AND REFRIGERATION INSTITUTE'S DIRECTORY OF OF-WIFIED EQUIPMENT.VISIT WWW,AHRIDIRECTORY.QRG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON THIS CERTIFICATE IS ACCURATE,SEARCH ON THE ARI REFERENCE#TO QUICKLY LOCATE THIS COMBINATION IN THE DIRECTORY, TERMS AND CONDITIONS This CeiNcate shell be used for individual,personal,and confidential reference purposes only,and may be used only pursuant to the terms and cohdltlons listed.This Carofioate and the contents hsreof are proprietary products of AHRI.This contents of this Cartricate may not,in who)o or in part,be reimduoad;copied:disaeminstad;entered Into a o7mputbr database;or otherwise,utilized,In any form or manner or by any means,except for the user's individual,personal and confidential refetence.Contained hetsin aro product Information and oertifled ratings.AHRI dogs not endorse the product(s)listed in this Certificate and mokes no representations,warrantlos or guarantees as to,end assumes no responsibility for,the product(s)listed In this Certificate AHRI expressly disdalms Sof liability for damages of any kind arising out of the use Ot performance of the product(s),or the unauthorized alteration of data, listed In this Certificate. , , COMM (ftffird of �ccuunr {situ of _. Atlantic litac# --- Nloriba 3evaxtmot of Nuilbing Inspection This Certi facatessued 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 regulatingbuilding construction or use For the following. Single FamilyAttached 13240 Use Classificafian � Bldg.Permit No. _ Group W.fra0e Type Construction --- Are district Atlantic Beach Owner of Building Pulte Home C+oEp , ,� .;acksonvill.e. FL 32256 BuildingAddress 1085 J sttine St. Locality ,Atlantl Beach , 3223 By: DON Q. FORD t� Building Official Date: Ll r iz ?'�r t f j POST IN A CONSPICUOUS PLACE ? i s 'w�sud,.`'"�"� - :'°;..vet,.a..iM.wca.�..cs:'+sv,.mr',<t.. r.•ss,ess.- -- CITY OF ATLANTIC BEACH N2 21445 FLORIDA April 29 -19__27 NAME Pulte Home Corporation ADDRESS 8081 Phillips Highway #14 CITY Jacksonville, FL 32256 Tree Mitigation Lot 2, Block 181 Section "H" a/k/a 1085 Jasmine Street 10 inches $825.00 r When Signed, Dated and Numbered, This Becomes anal c411,-fceipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF A"'rL.ANTIC BEACH TREE REN10'VAL. APPLICATION All a oligoigns Must be receiyeg3 ` M• o13 the 1!{Q,Nd,&Y prior tQ_ft-,%hgdulad Mee l.ing In gCder to be Qtaced Qn the gg!1 faf coo tdmoon. INGOMP E E -I, •ATIONS WILL NOS' RI= PRQCE:,SSEg. iWttro n -- Q� AF PLl�ANT NAME ADDRESS TE PHONt= K�, � 2. •r.+r �I � � if r ' ( L(L-k"'Ac F' / AWRESS OR LEGAL DESCRIPT1014 OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REI'dOVAL:n /1 4. $P CIFY TREES PROPOSED FOR f:CEM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DDH) CONDITION rrr.rrw -tir�r�r.�+. rn.wwr�rrr. [ 1f ,. 4 I it 5. TOTAL NUMBER OF FREES TO BE f!tEMOVED: r `? ,I 6. TOTAL NUMBER OF INCHES OF TRI; ES TO BE REMOVED:. lo 7. SPECIFY PROPOSED REPLACEMEr�T TREES AS FOLLOWS: .w+w.wrrrrrrii rArr��rr�..w � NUMBER SPECIES DIAMETER (DBtf) 1e4L1 �'^hn('- i +,-� nhi 7-11 Ung -1I W -17wU t I T•1 8. A)'TACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, Including prOposed grade changes b) Existing and proposed buildin!;;Is and other improvements with dimensions and required setbacks c)Tree protection zones as appl;;cable d) Location, DSH and species of all trees with a DBH of six inches or greater s) Location, DSH and species of all trees with DSH of less than six inches proposed to be used for mitigaition f) Specify trees of unique or speclfal character g) Each tree proposed for remov:;si clearly marked with a "X" h) All existing and new trees proposed to be used for mitigation clearly marked with brackets '( 1" 1) Location cif utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMI)VAL MUST BE CLEARLY MARKED ON SITE BYQ SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSEC TO BE USED FOR MITIGATION ABB BE CLEARLY MARKED ON SITE BY E ,Uj SURVEYORS RIBBON. 11. )e1C(?ME!LF.TE-AF!E I AT N M _!„ NOT BE PR CESSED. I HEREBY AGREE TO COMPLY WITH ,!!aLL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHIi':R APPLICABLE CODES AND ORDINANCES OF TIME CITY OF ATLANTIC BEACH; CA S SIGNATURE DATE J� RS IGNATURE � DATE APPROVED : TREE CONSERVATION BOARD CHAIR VIAN DATE n• rnr, �ti nn . 1-rT r5 r. 4 n7 1Au (nor 1 +47• rhI "1'7 1 U"1Q 7 1 H -17VU 1. t.,• :,V 1114 1!:1J rA.1 .V 1•)J 1 1 JJ YUL11; JA1115U1V1 jLL1; ++ + al'L�N11�. YSh l�.H l(1jVIJ'I MAP SHaNVIG PLOT PLAN OF 7W E SOlU rN Gs FEET 0 F Lor, AND .AL,t oP 4 or e�, ajoce .SECr1gA1 "N ". Art&AIric BEAC9 As RECOROEU IN PLAT 60OK PAGE9 ­(v ME QMItENT PutiuC RECORCSof DUYAL COUNTY, ROOM& 1 102. 0 .J , ����•� ' N PLAN 1 4$8 ° i ►�W_ , � � °ir+ (4,5� ~o 0 1 I� R , Fic- tu ? TRErs LE&O l.D: W 0. - 1NArLzR 04K Q, BAY �Xts7'tNG, �4�V.A.r�t�nl� 51�Ose%t/ rM[/5, (7 a) , )V, G, V. DA rG°M " iVOTECT00" rRE" t* 66 Rra►MovC-p �„ �. ►, � �„ BAY P ;; s�.6':. d 'E.'n 4 On the application for removal on Lot # 2 , Block # 181 , Sec- tion H . , Mr . Haddock stated that the same situation exists on this lot as on the previous one . On this lot , a total of 20" DBH of protected trees are proposed for removal . Mae Jones questioned that since only 10" DBH of replacement trees would be required on this lot , and a total of 59 1/2" DBH in replacement trees were required on the adjacent pro- perty, if it was possible to divide the replacement tree re- quirements between the two lots . Discussion followed . Mr. Haddock stated , in response to the Board , that both houses were to be constructed at the same time and the C .O. for each would be requested concurrently. Since action had already been taken on the application for Lot # 1 , there was a question as to correct procedure in granting permission to divide the replacement trees between the two lots . George Worley explained that although the original action could not be amended since that motion had been voted upon , the action could be nullified if so voted . Judy Jacobson moved to rescind the action taken on the ap- plication for Lot # 1 and that the Board consider both lots a together. Mae Jones seconded and the motion passed by a s unanimous vote . Rick Bell moved to approve the applications with the require- ment that , on Lot # 1 , replacement be required of 24" DBH of hardwoods and 11 " DBH of oaks and on Lot # 2 , replacement be made of 24" DBH of hardwoods and 10" DBH of oak, for a total of 34" DBH on one lot and 35" DBH on the other. Rick Beaver seconded and the motion carried unanimously. Judy Jacobson , addressing the applicant , advised that at the Pulte Homes office at Orchid Street and 5th, lumber was being stored on site and that the remaining trees at that location are not protected in any way. George stated that he would check into this failure . It was also suggested to Mr. Haddock that the site superintendent attend a Board meeting to im- press on him the importance of ordinance compliance in the area of tree barricades . The next application was for Lot # 4 , Block # 160 , Section H. There was no representative of the application present . It was expressed by Rick Beaver that he felt that the tree sur- vey was inaccurate to the extent that. the Board could not make a decision on the application. Other members agreed and voiced that all of the trees on the lot were not shown, the r 2 - „ Y HHLL RTL BCH TEL No . 2475805 Apr 3 ,95 15 :31 NO .uiu r .uz • r J i FLA300PLAIN VCVELOPNENT XNPORKAT9018 Type ofDev.elopoont i //J jf'F�{/r/f[�. ._TT1�C. � Flood Zones...&-- ................ Required s,ovoot Floor Birrstlong„_._?.;r------- It building Is located rlthin a Mood hazard sena, a survo i OU” t. be ii*do AFTER TUX BLAH NAG BEBM POURED, asrtitytnp that the LOvEBT FLOOR ELEVATION As equal to or above the base flood elevation established tar tAat sono. No final Inspection pill be wade and no certiglosto of occupancy will be issued until the purvey to on Ylie with the building Department. CORRENT9% Applicant ' Aohnowledoesents X understood that the l/rsuencc of this permit Aw saowtlnprnt Upoq the above Antormatton baino corr"t and that the plane rad supporting data hove Laron or shalt be provided as required. ! aprw to comply vith all applicable provisions oZ OrdAnanow no. 25-7-19 and all other Lara or ordtnanc4s a,fteating the proposed dovdlopoont. Date----�-�� 7 r.wppiivaat•s Signature*., ..�.«_.._� r•----- Department use p Required Loreat Floor Rlevatlon Aa Built Lowest Floor agovatloo Survey Filed esth •utldinv pepertment Building Dapertsent Vapromeatoliva► Pouts 3 BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 7 Building Contractor: Pu L T 6- Building Building Permit Number: 3 z y v Address : Legal Description: pf 0— /JN I improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Xe t Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY . Fire Z-4 Public Works -) 4 7 p Planning Building �- APR-22-97 TUE 9 : 43 0 P _ 02 MAP SHOWING MUMMY SU-R#Y QP LOT 2, TOGETHER WI,TH THE SEk1't E ." �' .+0�. ALL !! .00K X81 AS SH '.iMN € SEOTION A' LANDC BEACH. AS 1164MEO R4 PLAT BOOK 10, PAGE 34 OF TF96. ,fit. RECORDS OF OUVAL COUNTY, FLOftIOA. FOR: PULTE Hm CORPO TIOAI CE: N 01 W F MAI•'..S EET ABOYS:RNIXAMAAT, M T14M 49M,AND, TOi�.•9E S 20 •fii/c�il it a' y. ��� '� • C JASMINE STREET (50' R/W) (0.4.329 ) W Y. S0172'00",E 56.00' (Ua 1704)- . 0`4.00' p?4707A 1 0.4•CLY Cr. //ddN rtocup JL N1.'Ji) i W M W /•sroN?r sedviv 1 . a DC) M �ysYutta facAff a i 88, ~ ot�N0tttA/6 I • tD C4rice s0 PIS Q CO IS"EN4Y65 i .r ku N 2 a •� a AtSF; r S�% g; Pgrn'x I N L 0 alk B L O C KSLY1 1 8 1 $a .: 0' I Os 64.00' T X010CAP) b S01'22'00"E k0C' LOT 3 LOT 2 LOT 1 8 L 0 C K 182 RECEIVED API 11 2 2 1997 /NP4 JWV031 -f-7j.97 .VI., : r E/ti14Mr!!Q//i , Iibrid Asc o7a/iR /aeA/iQ. ` ¢ Y Y THAT T�S,SuRV: LIQ Y ,� tlantic Beach um T CFIl1(CAf.VANQAPOS L". 1Y t FD.coNCRETE rLOR10,L AOMMLSTNNAms ooOE( su iT [o. .. LZOk and Zoning CERTAIN THAT rim ME WQ V1S10LEtFfiCRI Acids UPZiN T}(E WCT Ps �1AS SHOWN. 0 112' SCT IRON - La 1704 �� B.R.L. SULONO RESTRICTION LNI :AO�h ;RIM,• I.L:T1s IAT$10" a CCNTRAL ANCLi N� AMID A3 AHO INC R RADIUS ON Tat FLOOD INSURANCE ATC' COAT gMITY fiNt3•W +INE. JAOG ,LE, FL, =07 L ARC LFNCfl1 PANEL NO.120078-g„0 OAM 4-17-!A pi CHORD ,a��,,f�/�r P.C. PONT OF I.NATURE • P.T. POINT OF tANGENCr SIMZVEYEO PF.BFnLY 0 , 1997. P,R.C. POINT OF REVERSE CURVE SALE: 1" a 20 FO. SOUND mw BOOK w PAGE s6 RE JO ERtO A SUR YON k YAPPER N0.4467 O.� o FICIA4 eERC9RDS VMUW- Q• JOSE A. HILI. JR. —X--6 FT. xOM FENCE SURVEv NOT VAUO N{TFgVT ENS 9URKri7RS SEµ (WITH TIES TO PACE OF FENCE) TRANSMITTAL DOCUMENT FOR JEA DATE: J �2 7 �1 The following permits-11ave passed "rough" inspection: Permit No. Address /33 / 4 / -3 s 5 - gesex oazaxsx�xx�6ca�slxexa Please update your records accordingly. Thank you, BUILDING CLERK CITY OF ATLANTIC BEACH /vcb req =1 and ZonIng CITY OF ATLANTIC BEAC`f`-�, TREE REMOVAL APPLICATION All 822119019131 Must be received by 5 P.M. on the MONDAY prior to the scheduted =gting in order to be placed!qn t�genda for consideration. INCOMPLETE MELICATIONS WILL NOI BE PROCESSED. APPLICANT NAME ADDRESS TE HONE Y— a 3 2. Let ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: a. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION .5- 13 / 5. TOTAL NUMBER OF TREES TO BE REMOVED: 5. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED:. 7 00CINCv nc*ncncCn Qael er=l►AGNT TaGr-c efi CAI i nws- f� r 8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, Including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c)Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six Inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked vAth a 1W h) All existing and new trees proposed to be used for mitigation clearly marked with brackets '[ ]" I) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BYJM SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY 13LUS SURVEYORS RIBBON. 11. IN O p..LETE APPLICATIONS WILL N01 BE PROCESSED, I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 47 P CA S SIGNATURE DATE Al ERS�IGNATURE DATE APPROVED : MAP SHOWING PLOT PLAN OF TN►Cr SOY rig! (p FELT D F L G T, AND ALI. of L or Z BLoce AS RECORDED IN PLAT BOOK �B PAOES ' Oi M CURRENT PURI RECORDS OF WJVA'L COUNTY, FLORIDA. (co r 2 ) o w 10 2. 0, (4.4) .9 y . '<) dal�,E N PIAN 1488 (4,S) o� ?,°S,BRL Op.4 T (7. 37 w ? TREE LEORN.O: INA.rER DAC a-4y EX►�7' NG EL E VA-r/OA15 sN40w4/ T14415 (9 O) - N• G, ✓. DAruM "PROTECTOD" TREE$ IV 4E REMOVC-D 1.3" WA7ER IDA K 17" SAY PSR-380 f 311 DEPARTMENT OF BUILDING { CITY OF ATLANTIC BEACH' PERMIT INFOR14SATION _ _ LOCATION INPORMt�TION' ' -- Permit Number; 13 �.i Addrisa ; 1,085 JASMINE STEEET Permit Ty'peFPLUMBIN0 ATLANTIC BEACH, FLORIDA 32233 Cl'ass ►f Wort:N ---------K- LEOAL DESCRIPtION _ Constr.a tr. T *p :t O3 E Block:181 ' Lot: 2 ,,p. 0 Praposed U;se.SINOLE FAMILY ; Subd Dw Ilin s: 3 tAnq: a Subdi,vision:SECTION H Eat . Value: 0 .00 Improv. Cost ; '0.00 Total. Fe � � '�.�#C► Amount Dat ` Work , IN(; IN NEW HOME ,... TION � '__-- ,APPLICATION FEES ` �r. " -------- ATION; ATI ON E IT Adds. $ H SUITE 1 57 .00 ,ORI-DA 322rJ ► P oom 60'J, a. iS: ,ONMAT I ON ------ Name,: DOS 2 . " . PL JACKSON � fi FLA" 32210 Lig'»px3�"CI11 Exp; TT 4 � ' Alt � r � NOTES. { i NOTICE--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECT40 8fFORE POURI)tCa I PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATE RIAL,'RUBBISH AND 6E8"RIS, ROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY ABY EITHER CONTRACTOR OR OWNER } "FAILURE TO C,OMLPLY WITH THE MECHANICS'' LIEN LAW CAN RESULT'IN THE PROPERTY OWNER PAYING TWICE f=aR BU1LDIIG tMIVMENTS tz i . " ISSUEb ACCORDING. TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIaLATIQN QF APPLICABLE PROVISIONS OF LAW, $37,� D4 (&7 ATLANTIC BEACH BUILDING DEPARTMENT 88101 z CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT t JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUMBING co AND ADDRESS: P. 0. BOX 1 668 TELEPHONE NUMBER: (904) 772-0900-0 C F C _ 0 19 19 4 STATE LICENSE NO: r TYPE OF BUILDING: St TYPE OF WORK: } HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS `3 LAVATORY I MATER HEATERS BATH TUBS ' DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS � SHOWER PANS OTHER____ TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ - = ------------------------------------------------,------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIWOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 PSR-3844 r 13343 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 'i v " PERMIT INFORMATION -__.---_ ' LOCATIOMINFORMATION, Permit Number: 13343 Address;' 1485 JASMINE STREET i. Permit Type:MECHANICAL ATL:ARTIC I BEACH, 'FLORIDA 32233 Class of Work:NZT LEGAL DESCRIPTION COI qtr. Type:WOt D F' AAlE ~Blcookw181 Eat: 2 Twp_ 0 Proposed bee.,SINGLE FAMILY SeCtiow, 0 Subd: Rngt 0 Dwellings : 0 Subdivieion:SECTION H Est, Value: 0100 r Improv. Cost: 0.00 Total Fe . Amount ask �47 .tD "" •. g ION A,PPL I CATION FEES Nam e ORATION� PERMIT ~47.00 "Y Addr: I' W . . SUITE .Vilk ,. I C RA ORMAiTION - i NemB, M3WN,. AT, N . A " OiD.y. ..4 50 CO ` ROAD ORANoz FLORIDA 32073 O�.P ,� { NOTES- i I i NOTICE--ALL CONCRETE FORMS A'ND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND,DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE i CLEARED UP AND HAULED AWAY BY EITHER CONTE ACTOR OR OWNER } 1 { 'FAILURE Ta COMPLY WITH THE MECHANICS" LIEN LAW CAN RESULT IN THE PROPERTY OWN, KPAYING TWICE FOR BUIL01NO IMPROVEMENTS.", ISSUED ACCOA�t7t lila jO..A,F ' I I QC.F' ANA WHICH ARE: PART OF THIS PERMIT ANb SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. £ 4 i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, f _ORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV, I. _- /h�h S.`__- LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in tho above statement we hereby agree to perform said work in accordance with the attaciLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanical McGowan' s Heating & Air- Contractors Contractor (Print) Cond . Inc . Master .CACO-18970 Name of M-48 Property Owner / � Zvl g Signature of Owner7 fr��/ Signature of a Aufhorfsed Agent / hiteet or Engineer 111. GENERAL INFORMATION A. Type of hosting fuel: e' IS OTHER CONSTRUCTION BEING DONE ON R1 uric THIS BUILDING OR SITE? 0 Gat--❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION/ Q Oil PERMIT X �y ❑ Other — Specify I • IV. MICHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial most ❑ Space ❑ Recessed )K Control 0 Floor New Building Air Conditioning: ❑ RoomControl Existing Building GrowSystem: Me rile � Thickness �,L Replacement of existing system New Installation(No system previously Installed) Maximum capacity /ox VJ e.f.m. /-- ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify Q Cooling tower: Capacity 9•100jn• ❑ Fine sprinklers: Number of heads_ ❑ Elevator ❑ Monlift ❑ Escalefor (number) THIS SPACE POR OFFICE USE ONLY ❑ .Gasoline pumlw (number) (Reeeie+s!) Q Teaks (number) Remarks ❑ LPG contains's (aum6orl Q Unfired pressure vessel Permit Approved by De+� ❑ 1111eilors Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT ggedY Ap pnmft Number Unite Deaeription Model Number Manufacturer (Tons) A ey v3 � o CITY OF ATLANTIC BEACH, FLORIDA App►ov.dby APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 6- 5 19q 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 REGULATIONSCODES AND CITY OF ATLANTIC BEACH ORDINANCES. 13240 EC-00017.13 Munson and Bryan Electric Co. 1423 ELECTRICAL FIRM: A L I E JOURNEYMAN ISL NAMEte UaLIDFASS: \ RFD BOX BLDG.SIZE �.n t BETWEEN: OO `• RES.(JQ AFT. ( ) COMM. ( ) PUBLIC ( 1 INDUS. ( ) NEW (A OLD ( 1 REW. ( ) ADDITION ( 1 TRAILER ( ) TEMP.( 1 SIGNS ( 1 S0. FT. SERVICE: NEW(6 INCREASE ( 1 REPAIR ( I FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER MPS PH W *VOLT OOV L*- RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO, SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31-100 AMPS, SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 1 0.100 AMPS. I 0V9R APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDIT ONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT TF 156 :3K 7w 0.1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS rnAkIQGnOIUGOO. 1 IAIr1CO Ann It/ nvom Ann V I,_. aLlg1 CITY OF ATLANTIC BEACH, FLORIDA —7F_ ... Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE;,6_,bL)aAA,:)(0 19 q t 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. fb� Munson a11,� � ,yan Electric Co. �C_�00 3 ELECTRICAL FIRM: MASTER EE I E NAME PLL I41p- 4() ADDRESS: Io$5 3 Mine RFD BOX BLDG.SIZE 'r BETWEEN: RES. APT. ( 1 COMM.( 1 PUBLIC ( 1 INDUS. ( 1 NEW (X OLD ( ) REW. ( 1 ADDITION ( ) TRAILER ( 1 TEMP. ( 1 SIGNS ( ) SQ. FT. SERVICE: X INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZ N W60 AMPS COPPER ALUM. �5 SWITCH OR BREAKER M ' PH 3 W 14) V LT PUP Y EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE N0. 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. I OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMFRS- munFR Ann v nvFR ann v DATE: ------------- PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: I o Y5 ) C�:�i���G C_ Lam- �L/------ -----------/- �- ----------- ------------- ------ i -------- ---------------------------------------- I ------ ------------------------------------------------- I ------ ------------------------------------------------- I ------ ------------------------------------------------- Enclosed are the blue copies of the permits. S��R EL BUILDING INSPECTION DIVISION cc: FILE psa-saga I 4 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH i ti PERMIT- INFORMATION -�-_�"_._ _�_�_ LOCATION INFORMATION -------- Perit Numbers 132417 Address ,, 1085 •JASMINE S'�BET Pei mit type.,BUILDING ATLANTICBEACH,L FLORIDA 37233 Cy1y. ` � py{ IP' t. - .__ � -- }:►o ' 6rN jr / y FR y Blo Proposed Use.1SINIGLE )7AMILy Section. Q ;ubd= Rng. 4 Est . Value: 0 .00 Improv. Cost. 72 ,415.00 Total F I 3,489. 86 A nGtu t 4 `'�3 Vork �Qjc Ric map T a '24N APPLICATION FZES ---�--- Na ,. TION _ NIT $28.00 k Add r s SUITE 14 '�` WATER I T FBE �a �� � 41 L CRIDA 3: 7, ' a3 � a D C3 " " ' p ')(RADON OA$-H..R,S 8.01 „ , ----- � ------ � �It ATION �RADON CAB 5 0 w�� �. atm : PUL "E R COR'PCIRAtIO,1 .., OCAFITAL-.:.I R ?VSE. o� 37�+�.04 Addr—-O' 1 fff, P00'011 AY SUITE 14 �SEWER TAI' tL.4� k JJkCKSON, .� FLORIDA 32256 ACRO S' CONNECTION E L `''Cd ;I39 Lxp= / / 4SI~C' N TACT FEE0.00 - "T LCONST. 7 5 qS G ATL,' CH NOTES'. E� Pb � NOTICE -ALL CONCRETE,ROAMS AND FOOTINGS MUST BE INSPECTI D BEFO"URING . r PERMIT VOID SIX M6NTHS AFTER DATE.OF,ISSUE BUILDING MATERIAL,RUSSISH ANIS DEBRIS FROM THIS WORK MUST NOT BE Pf ACED IN PUBLIC SPAI", lAND MUS7,8E 'GLEAMED UP AND HAULED AWAY SY EITHER CONTRACTOR OR OWNER FAILURE TO COMP .Y 1AIITH THE MECHANICS' L19NLAW CAN RESULT IN; TRE PR4PZIW OW tER PAYING TWICE 13R BUILt`31NG IMPR4Y VENTS." 4-4 ISS6 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUSJECT TO .REVOCATIO .fpA,. . VIOLATION Of APPLICABLE PROVISICINS OF LAW. Dperatnr: DOYLE Total Payeeitt 3349.8 ,!ATLANTIC BEACH,BUILFI NC DE At MEN 1 G � By: J I r X. f e CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address M Y A-,S K Date L2- 0 "2 i Heated Square Footage @ $ per sq ft = $ ( .5/ 7/5 Garage/Shed 360 @ $ /Y.00 per sq f _ = S �7 Carport/Porch _ /20 la S 13-00 per sa ''t = S O Deck @ S D per sq ft = $ Patio �@ 5--= peL sq ft = S TOTAL VALUAT I GPd : S / ,1 Total Va' �a,�ion 1st $ 60 000 aa,�I .� 0 s 9� Remaining Value $L . per thousand o portion thereof TOTAL BUILDING FEE + 1/� Filing Fee S 1'74o • 00 � (�1 Fireplaces @ $15 . 00 $ _0 - BUILDING PERMIT FEE $�. c� 0 UU WATER IMPACT FEE $ �0•C)�— SEWER IMPACT FEE WATER METER/TAP $ lyJ •W CAPITAL IMPROVEMENT S EW E_3 T A P (/68�) RADON (HRS) C05 S 'O SECTION H PAVING i ,j-6 HYDRAULIC SHARES S •—moi_ CROSS CONNECTION $ ('16A-7' SURCHARGE . 0050 S ` g , OTHER $ GRAND TOTAL DUE -� ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : MAP SHOWNG PLOT PLAN OF rH C- SOU rN !p FEET OF LAT, ANO ALI. 09 Lor z, aioco4' /,o j, AS RECOFtOEO IN PLAT 800K �B- PAaE9 Cr M MMOWNT PUNIX RECORbS OF PLIVAl COUNTY. FLOR pA. (4&r 2 o w J O .J tom. 2 lo 2. 0** bRtJ•E � O � I ��'yN, PLAN 1488 2 2 9 33 „► (4,5 �t F. r 'BA :?'°S'SRL' (�. 37) iz w ? +� TREE LE60N.D: W.O.'- INA SER OAK e B. BAY a �o M• � .MAGr�ociA e E'X13r►NG ELEVA.T/Od5 .560AW T14415. (7 o) DA rung "PROTECT00" TRE" MBE REMOV60 1.3'' A7ER oa K -�" BAY CITY OF DESct2IPTIOH 800 5ENIIN01-F ROAD ATLANTIC BEACH.FLORIDA 32233:t334 _ ♦__ ___Block R__�O��jj __Section � -- TELEPHONE:(904)247-5800 FAX(904)247-5805 Subdivision:-Jul_:-1 C_-:=G�' --_4U_Q'2._ 17_7r,71 7"-,--!-7- v Street Ilame ✓"�,/ DESCRIPTION � "VORK 4,1;�.j)� or Address: 2 '� If in a FLOOD HAZARD Flood Zone:____�X�-_______area complete page 3. Brief - Description: ------------------------ Claus of Work: (Hew/Remodel/Addition)__ New-------------- ZOt1ING INFORMATION Type of Construction:_ WQQ�: >ia�tec�___—____ =oningProposed District: PUD____ Uses Single Family Residence Estimated Value pcceptions or materials:__�prucei Pinel Fur:_S_ Pine 4�: Variances Granteds _____M_�___�_____ Solid or ------------------------------ Filled ------------ Ground:-FJ21ad......Roof:_Shiugle8.-- OXNER INFORMATION Method of Heating:_-ElaQLriQ__--____ Property owner: Pulte_ Home Corporation _________________ _ 733-7300__-_ _ _ Phone i Moiling Address------ P .pS_�1's_�Sllte 14---------------- Jacksonville Fl. - Zip;_- 32256 - CONTRACTOR INFORMATION 4 Cosatractors_Pulte Home , orporaon Phone: 733-7300 Hailing Addrepaz�_..8())31 Phi 1--�ji-� - -----��.�- -�----- ___ �• c•�,onille�Fl„_------------------- _____ zip: 32256- --- CG-0057891 _Y Expiretiol8_31-98 License Humber: ------ Datet-------------- I NERtsy CERTIFY THAT I NAVE READ AND EXAMINED THIS APPLICATION AND KNOW THC SAME TO eE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS.TYPE of WORK WILL eE kk COMPLIED WITH. wHETNER SPECIFIED HEREIN OR MOT. THE GRANTING OF A PERMIT ODES NOT PRESUME TO � GIVE AUTHORITY TO VIOLATE OR CANCEL THC PROVISIONS OF ANY FEDERAL. STATE OR LOCAL RULES. REOULATIONS; ORDINANCES. OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF COHSTRUCTION Qt T��£ PCRFORMANCE OF CONSTRUCTION.OP THE PROJECT. I UNDERSTAND THAT THC ISSUANCE OF THIS PERRIT t5 CONTIHOEMT UPON THC ABOVE INFORMATION DEIHO TRUE AND CORRECT AND THAT THE PLANS ANO SUPPORTING is fAJ, DATA HAVt.BEEN OR SHALL HE PRO OED AS REOUIRED. V s ,r , e = � 1 er �t Ovner Signature --Date ;t��t-awl; • Contractor Signaturcr-- J-- ------- -----•- • '' � Ii1M11/•�Il�l,l( K1/��! jft e4de k LS.� DJ N [ _!4�'k�tct►_�4. TV1.0119ME►MN►20-P►M, CAN M41 1114W Each application for building permit mutt be accompanied by three co-plete vets ofIn anar including a _ detailed alto _pion, ir►dicating location of utilitlea# parking, eiRe; yairc-Tc. uOtbacks and other data an required by code and/or the building. zoning or community development department& of the City of Atlantic Beach= one set of Florida Ener Efficiency Codv tsheetu con new construcotion or additions of 300 sq.9t. or mare) s a rcc&nt survey of the land far new construction and additions;; and a tree survey or c; ter oertltring no trees are on property. APPL7CAT,10tJ CliEg , ZLIS1. , _ �1. Building Application Form . - ✓ 2. J T `e complete note of plans Including detailed site plan+ __✓_ 3. scent survey, including tree survey or letter certifying no trees are on property 4. OvneriBuil.dind Affidavit tr&qutred when owner acts a& contractor __✓ S. Energy Sheets '� T/ln�S S tJGu S S. Notice gat' Commencement TIKE REQUIRED FOR .PrkRjj TTJHQ. AU161reAZZONS, ARE ONSIDE ED IN THE ORDER REGjIVrcP SCH_EPACR- INSEECTION' Requests for inspection are taken from 11sQQ e,11. -!Intgl d s 2Q .2. m. Inopectione or* made the following working days please epeetfy a. m. or p. m. Inspection. When ceiling in an inopaction please have 'the pers+it nurber, job location end type of inspection needed. Inspections are scheduled as follows t I. Footing 2. Under Blab plumbing/eewer/electric 3. Slob 4. Cover up (framing, rough electrical, aechaniaal, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers 4eleetriaal, plumbing. mechanical and building, eta. ) S. Insulation 6. Final Inspection 7. Finish Floor elevation survey/Certificate of Occupancy AUILDINf1f�GARRA ST SK PQgTf0 OR NO INSPECTIONS WILL 8•E MADE Concrete cannot be poured and work cannot be covered up until building card ie SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is ' the recponsibility of the BUILDER/CONTRACTOR to post the building card. A fee of 91S. 00 In charged for all treinepvetioho. VC)TE: This; application may be subject to covenants and restrictionc-* for the permitted propert The enforcement of the rayenanto and reutrictlanu are the rLponalbility of houvowr/ern s�srociationy. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications Must be received by 5 P.M. on the MONDAY prior to the scheduled Mgting In order to be Qiaced Q11.the ggenda for consideration. INCOMPLETE APpt_ICATIONS WILL NOT BE PROCESSED. 1 APPLICANT NAME ADDRESS I ELff HONE X a 3 2. LQJ- I �J,:. ( S2 1 -�- , (LL( -��an ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SP CIFY TREES PROPOSED FOR REM ALA FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION ft 1 /l i vva kal f S. TOTAL NUMBER OF TREES TO BE REMOVED: 8. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: 4Q p oacoft1cv o=^oncCh 0=1 Af%CRA=PJT TC?CCe ec Cell I nwc- �\ f S. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all tress with DBH of less than six Inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a 'r h)All existing and new trees proposed to be used for mitigation clearly marked with brackets '[ ]' 1) Location of utilities, easements'and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY_ =SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MU gY BE CLEARLY MARKED ON SITE BY aLUE SURVEYORS RIBBON. 11, INCOMPLETE APPLICATIONS WILL NOT BE 12ROCESSED, I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE ii, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: Amr,P-OCA S SIGNATURE DATE ERS IGNATURE DATE APPROVED : 4 MAP SHOWING PLOT PLAN OF rHCr 5011r &P F&CLT DF LAT, AND BALL OF 4 v r Z, BL+vCI o iaif !ECTIOAI ATtA.AfrJc BEAc0 AS RECORDED IN PLAT BOOK �8 PA0E9 -#' ', OF TME CURRENT PU81„IC RECORDS Of OUVAlo COUNTY, FLORIDA. (ce r 2 ) o � 102.0" cul% (4.4) •� ORIJ,E 4 r PLAnJ 1488 ' w' 7 , F, F. E tol. A ' 7_11-11i� rl �l BA 44 N 0 Z. 0 • TREE LE-68N.D : W.o. - 1NA rC-R O.4K Q. - BAY MWIlkA446plot.1A� .N ul Ex1�T►NG ELEVA.r/OA15 ,5fIOPIAl 7�N115 R (7 0) - 'IV, G, ✓. DA ruM "PROTECT00" TREF$ rO D6 REMOVOD kA_7F R OAK 17" SAY I)erpatr°,jn(r,rn.l; of ('aiumonit,y Affaa:ir:=s SN : 711.6 FLORIDA ENERGY F,1�1�]:�; CF�,NC"V I)I r"E) ? FOR VU T,T)TNG CE7NSTltl1("I'rE)N FORM 600A.-93 f1es l den t ial who l , Bli 1 l.cl i rTl; f,c. r o r,maLrrc.er. Method A NORTH PROJECT NAME: 1.536 5--PEDROOM ; F3UT1,T)FR : F11Tf,'TF AND ADDRESS : 11.,OT 2/181 F,11tM1'I'll1INr; � ; CI,TMrt'T'1 Al/P BEACH WFS'T' � G 6 I"Cl11` ' rG._4/l�lL &-1_KH_ ; ZCNF' : lOWNER: ?f� 0. r-�,�.c 5��-ez 11FRM 1 T NE7 ./. -1Y- c, JUR T.S 1)1(71'-10 N N{7.��/lam 1 . N e-;w c,a n s t r�la c t i y n or' d FF i. P: .i c�r r 1 . N e w C c�n: t rl�c t'i.cz n -------- 2 . S i..ng.le faunily de=.Laached or, mu 1. L i I'aauni 1 ✓ uI Laac°hed 2 . Sin91-e-Faaunil.y 3 . I. f M 11 1 t i.:f aim-i l y--No . a f un i t: 3 . D 4 . 1 f Mu 1.t:i.:fam.i...I.y , i.s Lh is al wc:rT'S ; r,:;fnor 4 . 5 . C;cr T d:i.t..i-o r'i e=d f l a o r a:c r.e a ( s q , tr t: . } 5 . 1695 . f3 0 6 . P r,eclaun.i.naan.I' eaave o v e rrhaar1 ( f L . } 6 . 1 . ;3'3 7 . Po rch averrhan�!, l errs L ( fl, . } 7 , 8 . 50 S . Glass ar,eia ar'lc:l type} : Sin�4.le !-'rin< Dollhl.e 1.:1airle - - 8 . (? . Q ,qft; 2(71 . OOS lft aa. C:to'ar. (" 'ass C h. rf'i.nL , film or sol.ar• ;c:r�e=.ern Sb 0 0sgfL, 0 . (1(1sgf1; 9 . Floor type, nand i.rl lll.axti.ara : at sl..a:Lh art :.-;:ra. dc. (H-va:1.1-ue , FTc:��.r°nmer0:cyf-°} �f::�. t-t:- (t . 00 , 1g0 . 50 ft. _ -._._.._..... 1a .Net Wall Lyr.- e aar,e-.ai and irtsu _at:iorr : 1 . Cloric r,e Le ( 1 rt:;l.0 1 a:at:. i47rr M ar 1 luc. } 1 (1a- t R= 4 . 20 , 966 . (1(3sgft. _ F;xtcri.or: 2 . Woad frame ( Cn:,lula:il. iczri ti va:tllier} 1 (7a--1 ti=1. 1 . (1 CS , h. Adjacer'i t, : 2" . Wood frame 1 1 . Ce 1 -i ng I..ypzcr ; reai and ins wl a I, i on aa. tJnde;r attic ( Tnslllation R--valt.w ) Ila. Rz-19 . (1(1 54 . €10sgft. __ a. Undor, attic- ( Tri.sa1.ast.:ior-a 0 . 0 0 , -.1698 . (1(1sgft... ...____..... 12 , .Aip s y:-; L e m s at. Ducts ( l:risi.t1ation + koc'azt, i-on ) 12a. R= 6 . 00 , lunconcl 13 . C,c(11- irr.q; syc,tcrin 13 . Type; : Ce=.ntr-at A/C" SEER: 10 . 00 14 . Fleat,i-ri s System: 14 . Type : L-leat FItimp HSPF : 7 . 20 15 .11at. waP,err , y: t.em: 15 . Types : Ja] ectri.c F�F: 0 . 24 1.6 . Hct t. Wager C,rerdi Ls : (TIR-flea:c't Re:c cVC,,r.y . 1 6 . D 1-.1 I'-•1)eY d 1 c::_i t:c.c1 11 e.ar,fi, 1-'1.1 unt:x } _--- 17 . Trifi l t:ration p act..ic.e : 1 , 2 or, 3 17 . 2 1.8 . 1VAC" Credits (C F-Ce i 1 i of Fatri , vent , I S . HF-Whale, house fain , It P,, -A11t,ic: 1"Udir:rriL - baarr� _r.r M7,-Mlulti.Ao Te) 19 . EPT (must.. not, exceed 100 19 . 99 . 93 ci. To t is 1.. > :�;--•ti la:I. 1. I; ]:7 Cl 1-:rl't:�; 19a . 37919 . 70 kr. `I'ot.ai1 Paasc,, pctrit. 1911 , 17946 . 05 T: Ilcyre.liy cert,:i 1'y thaat, Ll-rc 1]1_a:trf a rld Vov i e.w r•'It the plains and spe.ci f:icat:ians :ryI7eClfi("al I.. iorIs coV.e:'..r'e•it1 1-3y I:l':I-i.s caa1ctI'- by 1;17.1 > cal(.:lll..al:.:i_ori Irldic.'ate: 1.at'.i on arc: i n c a m t 1 1 i.aInc e w:i.t,h t,lro crcrmt'a 1 i aarIc,.cr w-i t.h they F I ori-da t�ne:r>;y t'.l.or'i-d.n. P•rier`i;y Code:`.. . i (.'ode- Vefar'e:7 consLr'!1C ion is completed1lcI 7.71.1i .ldin.r w1 )._l he i.nspe�ct:ed far PREPARED 1:;V :.,� ....--- -- I c ofn1? l i iano i r7 .ac c.o r,dance, w i Lh See,1, i o rr DA'TF: 55;1 . 908 F . S . T. het.e:hy certi- fy that thi-s ho-iIding :i :S I i.n crountz 1. ian.c e with t.h.c; PTorida:l. Filer: Code. EIWNFFtfAGEN'1 ._--- 1 a1.� � y. RUCL-Ci1:NG OFFICIAL :-- - _�- - --- 44 DATF r L'�_. .'S r�'F. l U INFILTRATION REDUCTION PRACTTCF comphrANCE CHECKLTST COMPONENTS SFCTTON RFQUJHFMhNTS FOR EACH PRACTTCV CHECK PRACTICE 01 606 . 1 COMPLY WITH ,Al 11AFFURATION PRESCRTPTTVES . ------------------------- ------ ------------------------------------------------- Windows 606 , 1 Maximum or 0 , 34 CFM per linear foot of operable sash crack ( includes sliding glass doors) . --------------------- ----------------- ---- --------------------------------------- Exterior & 606 . 1 Maximum or on CFM per sq , ft , of door area: Solid Adjacent Doors core , wood pancl , insnIaLed or glass doors only . - ---- --------------------------- ---------- ----- ------------------------------- Exterior Joints 606 . 1 To be cauJkvd . gayke Led . weather-stripped or other- &. Cracks wise sealed , --------------------------------- - ------- --------- ------ ----------------------- PRACTICE 02 606 . 1 COMPLY WITH PRACTICE 01 AND THE FOL LOWTNG : - -------------------------------- ------- - --- -- ---- ------------------------------- Exterior Walls 606 . 1 Top plate puneLraLions sealed . Infiltration barrier, & Floors insLalicd . Sole plaLe/ floor Aoint caulked or sealed . - --- ------------------------------- ------ - - -------------------------- ----------- Exterior Walls 606 . 1 Penetrations , ju & Ls and cracks on Interior surface & ceilings caulked , sealed or vaske Led --------------------------------- - --- ----- ----- --------------------------------- DuctWork 606 , 1 Ductwork in uncnnditieruct space must be sealed . ------- - ------------------------- ---------- ---------- --------------------- ------ Fireplaces 606 . 1 Equipped with outside combustion air, dunrs and flue dampers . -------------------------------------- --------- -------------------------------- Exhaust Fans 606 , 1 Equipped with dampers . Combustion devices SM, 6001 , 0Z ------------------------------------- ---- - --- ----------------------------------- Combustion 606 . 1 Combustion space and water heating systems provided Heating with outside combustion air. except direct vent appliances . --------------------------------- ----------- ---- ------------------------------- ** OTHER PRESCRIPTFVF MEASURES ( must be met or exceeded by all residences . ) ** ------------------------------- --- - ------ - --- --------------------------------- Water Heaters 612 . 1 comply with erficiency requirements in Table 6-11 . Switch or clearly marked circuit breaker (electric) or cutoff ( gas) must he provided . External or b" Ilt- in heat trap required . ------------------------------------------ -------------------------------------- Swimming Pools 612 . 1 Spas and heaLcd pools must have covers (except solar Spas heated) . Non-commercial pools must have a Pump timer. Gas spa & pool houtors must have a minimum thermal efficiency of 78 percent , ------------------------------------- --- -- --------- ------------------------------ Shower Heads 612 . 1 Water flow must he restricted to no move than R vnl -- Ions per, min" Le at 80 PSIG. ------------------------------------- -- -- ----- --- ------- ------------------------- Air Distribution 610 , 1 All d"cts , ratings , mechanical equipment and plenum Systems chambers shall be mechanically attached , sealed , ins- uIaLed and installed In accordance with the criteria of Section 610 . Ducts in unconditioned attics must be ins"IaLed to a minimum or R-6 . Air handlers shall not be installed in attics unless in mechanical CIUSCK ---------------------------------------- --------------------------------------- HVAG Controls 607 , 11 Separate rwadily accessible manual or automatic thermostat for each system, - ------------------------------------------ ---- --------------------------------- Insulation 604 . 1 Ceilings minimum R- 19 , Common Walls - Frame R- 11 or 602 . 1 CBS R-3 both sides . Common ceiling & floors R-11 . SUMMER CALCULATIONS BASE AS-BUILT GLASS------_--___._...... --_-_--._ E7RIEN LASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SO = POINTS --------------- --------------------------- ------- ------------------------------ N 48 . 00 65 . 8 3158 . 4 1 DBL ChR N 16 . 0 38 . 3 . 88 540. 8 DBK CLR N 16 , 0 38 . 3 . 88 540. 8 DBI, Wp N 16 . 0 38 . 3 88 540 , 8 F 50 . 00 65 . 8 3290 , 0 DBh CLR E 2 . 0 79 , 7 sl 49 . 4 DVL CIS F 48 . 0 79 . 7 88 3361 , 9 S 15 , 00 65 . 8 987 , 0 DDL CIS S 10 . 0 66 , 2 . 67 440 . 5 DVI, GIS S 5 , 0 66 , 2 67 220 . 3 w 88 . 00 65 , 8 5790A DHI, CLR w 32 , 0 79 , 7 . BR 22410 DIM CKH w 40 , 0 79 . 7 . 92 2929 . 9 DBI CIS w 16 . 0 79 . 7 . 88 1120 , 6 ------------------------------- - ------ --- - -- ------ ----------------------------- . 15 x COND . FLOOR / TOTAL GLASS = AOJ . x GLASS AD CLASS GLASS AREA ' AREA FACTOR POTNTS POINTS POINTS ------------------------------------ -- --- --------- ------ ------------------------ , 15 11685 . 00 201 . 00 1 , 257 13 , 225 . 80 16 , 630 . 95 11 , 98601 NON GLASS------------- AREA x BSPM = POINTS TYPP R-VAKUF AREA SPM = POTNTS ------------------------------------ - -- -- - -- - - ---- - ------------------------------ WALLS--------------- - FxL 1054 . 0 . s 948 . 6 Fxt Norm=juck fn 4 . 2 066 , 0 1 , 12 1081 . 9 FxL Wund Frame 11 . 0 88 . 0 1 , 70 1490 Ad 294 . 0 7 205 . 8 Add Woud Frame Wo 294 . 0 70 205 , 9 DOORS--------------- -- RxL 20 . 0 6 . 1 122 . 0 Fxt ins" Intud 20 . 0 4 . 10 82 . 0 Add 18 . 0 2 . 4 41 . 2 1 Ad I ns"1 a Lud 18 . 0 1 . 60 28 . 8 CETLINGS--------------- UA 1685 . 0 . 6 1011 . 0 Under AtLk30 . 0 1698 . 0 . 60 1018 . 9 Under Ailic 1910 54 , 0 1 . 10 59 . 4 FLOORS---------------- Slb 190 . 5 -37 . 0 -7048 . 5 S I uh-on-Gradc, . o 190 . 5 -41 , 20 -7848 . 6 INF ILTRAT [ON-------- - 1685 . 0 8 . 0 11480 . 0 PrncLicc W', 1685 . 0 8 . 00 13480 . 0 'TOTAL, SUMMER POINTS 25 , 303 . 05 20 , 244 . 03 TOTAK x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDTT = COOLING SUM PTS MULT POINTS COMPON HATTO MULT MULT MULT POINTS ---------------- ------------------ ---- - --- -------------- -- ----------------------- 25 , 39nos 37 9 , 395 . 43 1 20 , 244 . 03 1 , 00 1 , 070 . 340 1 . 000 7 , 364 , 78 WTNTFR =CULATTONS AS-BUILT BASF GLASS----------------- ORIEN AREA x BWPM = POINTS TYPE SV ORTFN AREA x WPM x WOE POTNTS ----------.....- 48 , 00 -48 , 00 - 10 . 6 -508 . 8 puk CIE N 16 . 0 7 . 3 1117 13618 f.)v r, c 1,V: N 16 . 0 7 , 3 1 . 17 13 6 , '8 DPh CDR N 16 . 0 7 . 1 1 , 17 1308 F 50 . 00 _106 -530 . 0 DRI, ChR F 2 . 0 -9 , 2 - 1 . 29 23 , 7 = CDR F 48 , 0 -9 , 2 67 -294 . 5 S 15 . 00 - 1016 - 159 , 0 DRK CIA s 10 . 0 -28 , 4 76 -21553 D r3-f, C,-,,,1,l�, s 5 . 0 -28 , 4 . 76 - 107 . 9 W 88 . 00 -10 . 6 -932 , 8 Dph CIA W 32 , 0 -9 . 2 . 67 - 196 , 4 BI., CTM W 10 . 0 -9 , 2 , 77 ....282 . 5 1)1i I I Cf,R w 100 -9 , 2 . 67 -98 . 2 . 15 x COND . FLOOR / TOTAL GLASS = ADJ . GLASS ADJ GLASS GLASS AREA ' AREA FACTOR POINTS POINTS POTNTS . 15i 1 , 685 , 00 201 , 00 11257 -2 , 130 , 60 -2 , 679 , 15 -761 . 17 NON GLASS------------ AREA x VWPM = POINTS TYPE R--VALUE AREA x WPM = POTNTS -------------------------------- --- ------- --- --- -------- ------------------- ------ WALLS----------------- Ext 1054 . 0 2 , 2 2318 . 8 1 ExE Norm=lock In 4 . 2 966 . 0 6 . 34 6124 , 4 1 Ext Wood Kwmv 1110 88 . 0 3 , 70 325 , 6 Add 294 . 0 3 . 6 1058 . 4 1 Ad j: Wood Frame lho 294 0 3 . 60 1058 . 4 DOORS------------------ Ext 20 . 0 12 . 1 246 . 0 1 Fxt InsulaLud 20 , 0 8 . 40 168 . 0 Add 18 . 0 11 . 5 207 , 0 1 Adi TnsulaLnd 18 . 0 8100 144 . 0 CEILINGS-------------- UA 1685 , 0 1 , 2 2022 . 0 Under AtLic 100 1608 , 0 1 . 20 2037 . 6 Undur A L t 19 . 0 54 . 0 2 . 00 108 . 0 FLOORS-------------- - Slb 190 , 5 8 . 9 1695 . 4 slab-on-wwdc . 0 190 . 5 18 , 80 3581 , 4 INFILTRATION---------- 1685 . 0 7 . 4 12469 . 0 1 Prnctica V1685 . 0 7 . 40 12465 . 0 TOTAL WINTER POINTS 17 , 337 . 50 25 , 255 . 27 TOTAL x SYSTEM HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATTNG WIN PTS MULL POINTS 1 COMPON RATIO RUIN MULT MUTT POTNTS ---------------------------------- ----- - ---- --- - -- ------------- ---------------- 17 , 337 . 50 . 55 9 , 535 . 63 ! 25 , 255 , 27 1 . 00 1 . 070 472 1 , 000 12 , 754 . 02 WATER HFATTNG BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME FF TANK x MU(. T x CREDIT TOTAL BEDRMS RATIO MULIT, -------------------------------------- ---- - ------------------------------------- 5 3803 . 0 10 , 015 . 00 50 . 94 n000 3560 . 0 Y00 17 , 80Y00 SUMMAVY BASE AS-BUTLT COOhING HEATING HOT WATER TOTAK COOLING HEATING HOT WATER TOTAL, POINTS + POINTS + POINTS POINTS 1 POINTS POINTS + POTNTS POTNTS ------------------ ------------ --------- -- ----- -- ------------------------------ - 9395 , 4 9535 . 6 19015 . 0 27 , 946 , 05 1 7164 , 8 12754 . 9 17800 . 0 17 , 019 . 70 EPT 9 9 3 FNFRGY G U T D E' For detailed information of the EPI rating number or for any ITEM listed , ask your Builder for FPI = 00 . 0 DGA Form 60DA-93 or Form 60OB-23 Cl 10 20 30 40 50 60 70 80 90 IN - -------------------------- ------------X- 1 The maximum allowable EPL is 100 . The lawor the EP-I the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VAKUE Luw Efficiency High Efficiency SING h CLR DBI TTNT WINDOWS . . . . . . . . . . . . . . . . . . . . .Doublo Clear I .............X-- ---- ---- l NSULATI( N ------- INSULATION . . . . . . . . . . . . .. . . . . R- 10 R-30 -------------------- Coiling R-Value . . . . . . . . . 30 , 0 It tl R-7 --------_--_X.....-_.-.-__-__--_ Wall R-Value . . . . . . . . . 02 R-0 R- 19 Floor R--Value: . . . . . . . . .................... . 0 . 0 AIR CONDTTIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 A.............. SEER. . . . . . . . . . . . . . . . . . . . . . 10 . 0 ------ BEATING SYSTEM . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric HSPF. . . . . . . . . . . . 7 , 2 In................... I WATER BEATER . . . . . . . . . . . . . . . . 96 Electric EF. . . . . . . . . . . . . . 0 . 04 ---------------X----- ! 0 , 54 0 . 10 I --------------------- Gas FF. . . . . . . . . . . . . . NOD 1 1 0 . 40 ll . 80 Solar EF . . . . . . . . . . . . --------------------- OTHER FEATURES . . . . . . . . . . . . . . I cerLLfy that those energy saving features required far` the Florida Energy Code have been installed in this house , Builder Address : W-4 S i pT n'a L I I ........... .......... city/zij�:I_ Ads Nr. BuMing Constrnction 1993 Florida Energy I j", Florida Department of Community Affaims FL-EPL CARD93 SERTAL # 7116 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RFS(c) DATA FILES, (BASED ON A . C. C, A , MANUAL J - SFVFNTH EDITION (c) 1986 by A . (;, C , A . ) ProjecL name Address City/State Owner Bu I der PULTI"*' HVAC contp. McGOWAN Cond Fir Area: 1685 SF * GKASS/SF RATIO 12Z * House Faces : East * Climatic Conditions & Demign Conditions * Gc-:o rraphical Location : Florida 1 3mcksonvi1lo --------------------------- ------------ -------------------------------------- North Latitude / Elevation nO Deg . / 24 Ft , Above Sea Level Outdoor Winter Dry Bul b 32 Deg . 1'�' Indoor Winter Dry Bult) 70 Deg , F Winter (Actua-l ) Tomp .Difr. ns Deg . 1'' Winter Temp . Diff . (wTd) 40 Deg , F Outdoor Summer Dry Bulb 94 Deg . 1'� Outdoor Summer Wet Bulf.-i 77 Dog . F Outdoor Summer Hum. Ratio GrAb 114 Indoor Summer RelalLive Hum. 50% Tndoor Summer Design Gr/Lb , 49 Kdoor Summer Dry Bulb 1 75 Deg , F Summer Daily Range. Is Deg , F - R Summer ( Actual ) Tomp , Difqtr , Is Dog , F Summer (User Sel ) Temp , Difr. ( sTd) 20 Dog . F --------------------------------- -------- ------------------------------------ * HEATING SUMMARY * 1613685 , DAT * COOLING SUMMARY * SUBTOTAI_, 2042 . 86 ! STRUCTURE SENSIBLE 16630 . 58 ! MFCH , VENT- in crm 2090 . 00 SENS , + MECH ,VENT 18720 , 58 , TFMP , SWING @ 3 DEG, 1 . 00 ! OCCUPANT/APPLIANCE 4200 , 00 DUCT LOSS 1417 , 14 MUCT GAIN 2292 . 06 TOTAL LOSS/BTUH 20760 . 00 ! TOTAL SENSTBLE 25212 , 64 ITOTAL LATENT 7882 . 26 I SFNSIBLF + LATENT 33094 , 90 20Z OVERSIZE FACTOR 5952 . 00 12OX S`ENS , OVRSZF FTR: 5042 , 5,''1 ,ACTUAL + 202 OVERSIZE : 22920 , 58 jSFNS . + 202 OVERSIZE : 30255 . 17 HHG FTR = 43 . 2 CLG FTR = 220 TKU DESIGN CFM EQUIPMENT SELECTTON' * FQT MANUF CARRIER CU MOD 0 38VVB036-3 AHU MOD # FA4ANF03600 HTG INP/BTUN HHG OUTP/BTUI] AFUF/HSPF 7 . 2 TYPE HP SENSIBLE BTUH LATENT BTUH 34200 TTL CLG BTUH 24200 TONAGE 2 , 8 ( S)1?ER 10 CLU CFM 1200 Fl` G CFM 1200 Truss Connections Plan 1536 Pulte Homes Truss Uplift Truss Stud to Double Stud to Sill Left Inter. Right Connection Plate Connection Connection !T10 360 920 610 HETAL 16; (2)HCPLL ; HETAL16 N/A ; TPP4 @ 16"o.c. ; N/A N/A ; TPP4 @ 16"o.c. ; N/A 1T11, T12 360 70_0 1 510 HETAL 16 ; (2)HCPLL ; HETAL16 N/A ; TYP ; N/A N/A , TYP ; N/A T13 960 1380 560 HETAL 16 ; RTPGA830ts ; HETAL16 N/A N/A ; LTT20 ; N/A T14, T15, T16, T17 580 640 380 1 HETAL 16 ; (2)HCPLL ; HETAL16 N/A ; TYP ; N/A N/A ; TYP ; N/A� T18, T19 560 690 340 HETAL 16; (2)HCPLL ; HETAL16 N/A ; TYP ; N/A N/A , TYP ; N/A j � I TYP MASONRY <1365 <1365 <1365 j HETAL 16 N/A MA TYP FRAME <510 i <510 1 <510 (1) HCPLULR TYPICAL TYPICAL Where RTPGA830 is indicated install two (2) SYP studs (Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com. Typical: TPP4 at sill and double plate at 32" o.c. (Capacity: 395 pif or 790# uplift for trusses at 2' o.c.) Nail with 8 - 10d com. HCPLULR Uplift Capacity: 510# ; HETAL 16 Uplift Capacity: 1365# ; RTPGA830 Uplift Capacity: 1950# Simpson LTT20 Uplift Capacity : 1750# ; MST27B Ul i6'r : 3745# All connectors are SEMCO or equal (U.O.N.) OV o 8���0 9� L v . t 'iv 1✓ sJ�t Jeffrey K. Hulsberg P.E. (904) 886-2401 SIMPSON SIgOMG-TIE SIMPSON STgONG-11E [K....rt` CONN. IFi U1 FT U2a M 455f EACH NT f Q SIMPSON STgON('-TIE SIMPSON FRONV-ilt _ __ __ _ __ _ _ _ _ __ 0 IrnaL ws a � 1 C� m rMsi.fR" •_ :- rn i T13 i In Wn. vT14 0 (n m1S m (o 1 AIR'•r 0 w 011;°°1�°CI 5.t•..t. td MAI IF H! v = T 1 v D .J.1 to (21 Mt5f2 2000. U3 60 I331St 1155001— N ~ 1 SIMPSON 5lflpe;-TIE SIMPSON StpONG-TIE 1 Sk Q�J f..! TIQ YW flow FAW I T19 i GIgOEA •/ G11"" DETAIL DETAIL tl wiLf y wh. I wlt! tl wK! g In MAI IF H2 MA L! A F H3 Q 1 rl 100 42991 16601 tOp 66401 2199 ( 1 te0f 2000• 160 8000! 2650 � I SIMPSON igONG-TIE SIMPSON STFAM-TIE nl ® POim1ni11'wc'a:�v - Q 1 v n x�tlm.!routl. r�N 1 �mv ...« L J O e _ � i QmLL01 NAIL 1 1 ~ )[ 1 A.H.U. "" ' Tit 'J LL 1.r. rz...w MAI IF C s<•-w >J + 9.oe• 32754.H4 uPLTF Tcz+ s9Df F16 i 1 THIS AREAI N'J'o 16p 113350 ;- LOADS Tcz! 7540. -----____J (/]o> cc ED En M M."V-1,75.E, 4o Ne q .N 'K /�InV _\ .At Q f \IN A, I ' t. �L n SAM,_ i T9 .•a��� �t..M,rLI.E.t.... � ti f 0 i T8 Z CONTItuoF 1 uS SUPPORT Q I. T7 *. .art!1.l.m, Q = >.w,., 10 W.I _ T6G "1 ( T5 4,06" tN z•e• O 'O 7•.a[N M.ns !n T.Tar t'90 ..N+ro.tllpio T31 --I'> F2 0 Z) f� : Q nmA a[a �.n N.atl t•9.T.• Mx R.n TrwE L.'l..L...cTw Q .t°cKtiut01EEL[1f nr a.-ac N 1' ro t.rM'e.Tana /1[pi rry.li N K �MITI1�` .•w 01®.iM"it°Mi.wl n pE[rw n.rA'['.•. twcTR R.n n n 9.n.T.w ro rTrw.c..a. � •NE nutl.Trx..w wu•[AL.rq! Ol F3 .. W.wo 750 tf [^ •IMO F IMM1. TALL BEING 191 Tp W cr } W~mw zQ °"AK ROOF FRAMING PLAN o r¢ En = F4 F5 NOT TO SCALE o m - O - � r r D D -1 -q m rn 0 0 oa an � h a DESIGNER: JBE (, HOLMES L UMBER JOB 6-452 DATE: CUSTOMER: 12/31/96 �� PULTE HOME CORP CHK. BY: TRUSS CO. PROJECT: REV.: �© 6550 ROOSEVELT BLVD. PLAN M ALL JOBS JACKSONVILLE. FL 32244 1535. 1685 "B" PHONE 904) 772-6100 FAX 904 772-1973 Job' -45 PLAN T " HIP GABLE THIS DWG. PREPARE FROM_COMPUTER INPUT AOS G DIMENSIONS) U M TT Y T SS MFR_ TOP CHORD 2x4 SP �2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP f2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. MR IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS EXPOSED TO WIND MUST BE DESIGNED FDR LATERAL WIND LOAD EITHER BY TRANSMITTING THIS PROFILE TO ALPINE. OR BY USE IN CONJUNCTION WITH ALPINE'S STANDARD GABLE ENO DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. 6'10" B' 6'10' --� T 3Xe 4 0 5 p N N N � Iv_Y 2X4(A 1) X41A1) 3 4 �---2 } 21'8* 2 --� R-108p1T W-21'8' R TAG T13 SEO 117479 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY - 1 TOTAL - i REV. 18. 1a9 SCALE =0.3113 tALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF NIMPORTANTN*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICAilON4. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN � US �� TC OL 7.0 PSF DATE 12/31/96 FAILURE TO BU ILO THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 1O •0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 _ 0 .0 PSF J8E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF TOT.LD. 47 .0 PSF 0/A LEN. 210800 COWORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE ()/1/911 FOR PROPER ' p'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS L O R10 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F Q �` DUR.FAC. 1 .33 F--TP - T ATE-INSTITUTE. NATIONAL 1 N SPECIFICATION FOR 1 T � SPACING 24.0" abl TYPE 0 -Q PLAN " HIP THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS1SUBMITTED Y TMS MFR TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP 02 N ENCLOSED SLOG, LOCATED ANYWHERE IN ROOF. WEBS 2x4 SP /3 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8.10• T 4• 8,10• --� 4X5 IR) AM i < 5 (7 1.5X3 .5X3 a 0 c a v e 2X6(At) X6lA11 the 1" x f--2 --} 21's' 2' ---� Rv-1174# U=480# W"7'10 Rv"11740 U"4800 X 7'10 r TAG T14 SEO = 117388 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY - 1 TOTAL - 1 REV. 18. 1a9 SCALE =0.3113 ALPINE ENGINEERED PAOMICTS. INC. TRUSSES NEOUIRE EXTREME CAPE 12/31/96 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN NAmmim. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY GRACING. SEE H18-91 SY TPI, SEE THIS DESIGN TT, rT�� TC oL 7 .O PSF oATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTGG GY TPI. FOI ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECTORS ARE MADE O. 20GA GALV. STEEL MEETING ASTM OUIPENENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10 .O PSF ORWG A446 OR 9 EXCEPT AS MOVED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ 0 .0 PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYW000 SHEATHING. BOTTOM CHORD BC LL CONNECTORS PER DRAWINGS 130, 150 G I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEF _ STATE Df TOT.l D. 47 .0 PSF 0/A LEN. 210800 CONFORM W/ADPL ICARLE POOVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E D RID Q oua.Fac. 1 ..3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�'`T,` DUR.SPAIMG C4.0" S eC .--TPI • i A7 T i l NATIONAL N P f T F 1 7 NNNNR rrHRR` TYPE b' -4 PLAN T MN THIS-DWG. PREPARED FROM COMPUTER INP T A N NSI NS M TTE Y T S MFR. TOP CHORD 2x4 SP 02 N 100 MPH MIND. 15.00 FT MEAN MGT. SBCCI. BOT CHORD 2x4 SP /2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP /3 MIND TC OL - 5.0 PSF. WIND BC DL 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 10'10' 10110' 4X4 1.5X3 .5X3 0 5C7 c v e v 2X5(Al) X5(Al) �B i- x Rv-1174/ U-4800 W-7'10 21'8' Rv-11741 U480/2 W�7'f0 , TAG T15 SEO = 117386 PLAT -ALPINE TPI95 DESIGN CRIT-TPI OTY - 3 TOTAL - 3 REV. 18. 1a9 SCALE 0.3113 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY A RN I NG IN HANDLING. ERECTION AND t �� TC DL 7.0 PSF DATE 12/31/96 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HTB-91 BY TPI. SEE THIS DESIGN ,_t f,,FAY ME TO IN/1LO THE TRUSS IN CONFORMANCE W1TH 05TBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT RRACINr RE VALPINt COMNFCTan Anr MAa a MCA GALY. SrtFt MEETtNO ASTM BUIIEMENTS UraEal OTHfnWl%[ IMICAItn. Ta• - - DC DL 10 .0 PSF DRWG AA.4B GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OnACEO WITH PROPER F��+ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD IT BC LL 47.0 0 .0 PSF JBE CONNECtO1S PER DRAWINGS 130. 150 E IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LO. 47•0 PSF O/A LEN. 210800 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER SEAL ON THIS ORA INC APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUPNISH A COPY OF THIS O R/0 e�= 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OBER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. ' F GINEER`'�.`� OUR.FAC. W--TP -t ATINSTITUTE- r A F r F r r 'N„ ,,,MN` SPACING 24.0" TYPE spec b' -4 P AN T4 7*2" HIP GABLE THIS M . PREPARED FROM COMPUTER INPUT A M SUBMITTED Y TRUSS MFR TOP CHORD 2x4 SP12 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP E2 N ENCLOSED SLOG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP /3 WIND TC DL - 5.0 PSF, WIND 8C OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. WM IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WINO LOAD EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN CONJUNCTION WITH ALPINE'S STANDARD GABLE ENO DESIGN FOR WEB GRADE, SPACING, AND BRACING INFORMATION. Vt-7- --4 1 7" 4X5(RI R) 5 v in v in in IU IO'1" 1 R-f38pIf W-7'2'TA1 52 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY =16 SEG 15 TOTAL i REV. i8. ia9 SCALE =0.7711566 ALPINE ENGINEERED PRODUCTS. INC. TAMES REOUIPE EXTREME CANE 12/31/96 TC LL 30 .0 PSF REF x IMPORTANT*K SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND t � ��s TC OL 7 .0 PSF DATE 12/31/96 DEVIATION FRO11 THIS DESIGN OR THESE SPECIFICATIONS.ILAT(ON$, Oq ANY BRACING. SEE H[B-9! BY TPI. SEE THIS DESIGN �``(( ^ FATLURE t0 BUILD THE TRUSS IN CONFORMANCE WITH OST99 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` V� E '' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP _ - BC OL S O .0 PSF ORWG AAAB GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY&1ACED WITH PROPER - _ O O PSF JBE tgUSg AND 1MLE55 OTHERWISE LOCATED ON THIS DESIGN. POSITION Lr ATTACHED PLYWOOD SHEATHING, BOTTOM CHW)n0 �06 BC LL '7 COHNECTOPS PER DRAWINGS 130. 750 L ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF TOT.LD. 47 •0 PSF O/A LEN. 702OO CONFORM M/APPLICABLE PROVISIONS OF NOS G IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FON PROPER G 0 RSA P P, SEAL ON THIS DQAWtNG APPLIES 70 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 07HER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �`INEE�', X--o . T AT T T 7 NAT A F AT c r r SPACING 24.0" TYPE gab 1 JOb' -4 p AN T5 7-g- COMN THIS OWG. PREPARED FROM COMPUTER INPUT Ap DIMENSIONS) SUBMITTED Y TRUSS MFR 70P CHORD 2x4 SP 02 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP 03 WIND TC OL W 5.0 PSF, WIND BC DL 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3 7' A— 3 7' 5p 1. 3 1. 3 m m v m N 10'1" �-- 2' 7'2' 2' 3 3 3X3 Rv=493/ U"2400 W"3'B Rv"493# U"240/ N"3'8 R TAG = T17 SEO 117555 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY 1 TOTAL 1 REV. 18. 1a9 SCALE =0.7156 ALPINE ENGINEERED PRDOUCIS. INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR A. WARNING IN -Amxim. ERECTION AND ,%III , 7 .0 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE N18-91 M TPI. SEE THIS DESIGN � ,,C c�!!� TC OL / .0 PSF DATE 12/31/96 \\U�wIVi\v\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0ST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ ` ALPINE CONNECTORS APE MADE OF 206A OALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - _ BC DL 10 .0 PSF DAWG A449 CA 9 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER SBOB TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF JBE cONNEctORs PER DRAWINGS 130. ISO B IGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -,SEE - STATE OF _ TOT.LD. 47.0 PSF 0/A LEN. 70200 COWORM W/APPLICA9LE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOP PROPER C0niOT p: SEAL ON THIS pRAMING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q�� DUR.FAC. i .33 IN ONLY, AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE� SPACING 0" -IP • TRU$ ATINSTITUTE- NAT NA N F Ai T T 24 ' . 'TNR RR,R� ` TYPE c o mn Job' -4 PLAN T6G 4 AY HIP GABLE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP 02 N 100 MPH WINO. 15.00 FT MEAN HGT, SBCCI. SOT CHORD 2x4 SP /2 N ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 :W5 2x4 SP 01 Dense: WIND TC DL - 5.0 PSF, MIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, 5X6 )6 3X4 X4 12 5 C7,- 3X4 3X4 v 3X51A0 X5(A1) 3XBx 3x x3 4x 10'10' 3 4'10'8 24'3'8 �2' f0'10" 4'10'8--TT 24' 2 —� 40' R-40501f N-1'7"8 R-433plf W-3'3'2 Rv-12550 U.AOO# W-7"10 Rv-7481 U-260/ W-1'3'8 TAG T8 SEG = 117559 PLATE-ALPINE TPI95 DESIGN CRIT-TPI OTY - 1 TOTAL - 1 REV. 18. 1a9 SCALE -0. 1816 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF 1(I MPOR T ANT**SMALL 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 .���I,�TY,Y'' TC DL 7.0 PSF DATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0ST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP _ _ BC DL 10.0 PSF ORWG AAAB GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL BE LITERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Lr ATTACHED 0.rW00p SHEATHING. BOTTOM CHORD W BC LL 0.0 PSF JBE CONNECTORS PER DRAWINGS 170, 150 Q 16OA-F. DESIGN StANOARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE TOT.LD. 47.0 PSF 0/A LEN. QD CONFORM w/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER LO RlO E' '•� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �.C,Q �" OUR.Fac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTPAtTdi, rijNEtY•-T SPACING 24.D" TYPE a b 1 --TP - 1 AT 7 T 1 NATIONAL N SPECIFICATION i T T '�I TI RTT ` o -4 AN 40'0" TRAY HIP I THIS DWG. PREPARED FROM COMPUTER INPUT A SUBMITTED Y T MFR TOP CHORD 2x4 SP f2 N 100 MPH MIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP 12 N ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WINO SC OL - 5.0 PSF. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. Sd NAILS 6 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: 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. 18' -4' --18' I 5X6 6 I 1.5X3 5X6 X6 s p x4 A) 3X4 1.5X3 10' v 3X5(FI) X51. 3X3 X5(A i) x 0 2.7s x 3x8 Jrb 3X4 12 10'10" 4.10'8 4x5 —23'7'14 �2' 5' --}----5'10' 4'10'8 h 24' 2' •� 40' Rv-645/ U•3401 M-7'10 Rv-13290 U-5500 M-7"2 Rv-1301/ U- 20/ M-7"f0 Rv-797/ U-2300 W-3'8 , PLATE-ALPINE TPI95 DESIGN CRIT-TPI OTY - i TOTAL i REV. i . 1a9 SCALE -0.18169 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF *IMPORTANT**SHALL HOT RE RESPONSIBLE FOR ANY WARNING IN HANOLIHG. ERECTION AND �n TC OL 7 .0 PSF DATE 12/31/96 DEVIATION FROM THIS DESIGN DR TI/ESE SPECIFICATIONS. OR ANY ERAGENG. SEE Hllf-91 [IY TPI. SEE THIS lX$IGH �f-�,c( ������ ^ FAILURE TO BUILO THE TRUSS IN CONFORMANCE WITH OSTBB CY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v� '1 ALPINE CONNECTORS APE MADE OF FOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP _ _ BC OL 10.0 PSF ORWG MBE AD GR G EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OES[GN. POSITION LY ATTACHED PLYWOOD"AIMING. COTTON CHORD ■606 BC LL 0.0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF Z47.0 PSF]TYPE O/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE [7/1/911 FOR PROPER OR10� ?: SEAL ON THIS DRAWING APPLIES f0 T!4 COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPT OF THIS ' � Q � OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GIMEE�' -P • T .r r T T NAT A M F Al F r t '•�„ NN„.. SPACING 24.0” spec JOU: (6-4522) PLAN- T8 40-0- TRAY gOMN THIS W PREPARED FROM COMPUTER INPUT AG DIMENSIONS) SUBMITTED Y TRUS 'MFR TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �---- 20' -) 20' 5X6 fz 5xs 3X5 X4 5 X6 5v P-7- !D K(A) (A) 3X4 1.5X3 m 10'13X33X5(F1) X5(At) x 3X4 t 0 2.75 x 12 10'10' 4'10'8 VX5 23'7'!4 �2' S' --�+---5'10' 4'10'8- - 24' 2 -►I 40' Rv-6430 11-3401 W-7'10 RY-1348# U-5700 W-7'2 RV"1297/ qu. 200 W-7'10 Rv-7840 U-230/ W-3.8 H TAG T10 SE? = 117574 PLATE-ALPINE TPI95 DESIGN CRIT-TPI OTY = 1 TOTAL - i REV. 18. 1a9 SCALE =0. 1816 ALPINE ENGiNEEREO PROWCrS, INC. RUSSES REOUIPE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY IN HANDLING. ERECTION AND (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY Tot. SEE THIS DESIGNus TC DL 7.0 PSF DATE 12/31/96 ^ \\U1V`"1►U\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONNECTORS ARE MAGE OF 2pGA GALV. STEEL MEETING ASTM WIREMENTS, 1111E55 OTHERWISE INDICATED. TOP _ - BC DL 10 •O PSF DAWG O A446 GR 8 EXCEPT AS MOIEO. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 0.0 pSF .JBE W BC LL 47 .0 \(�\ CONNECTORS PER DRAWINGS 130, 150 G 1BOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 47 O PSF D/A LEN. 4Q CONFORM W/APPLICADLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FDA PROPER SEAL ONTHIS On WING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C O RIO N? ; ouR.F Ac. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONIRACTOR. INEE�' .--TP - T ArINSTITUTE- NATIONAL DESIGN SPECIFICATION F r T ''N NR ,,,RT``�� SPACING 24.0" TYPE spec JD -4 PLAN- T9 40'0" TRAY COMN THIS ONG. PREPARED FROM COMPUTER INPUT A N SUBMITTED Y TRUSS WA TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED SLOG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 :W5 2x4 SP 02 N: WIND TC OL - 5.0 PSF, WIND 8C OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 20' 20' J 5X6 4X4 C12:-,- 5X9 X4 X6 5 ., m (A) m m (A) (A) to 3X4 1.5X3 v 3X5(F1) X51. 3X4 X5(A1) X e•, 0 2.75 2 4 JXu 12 16'1'6 23'3' I•-z' --5' -{ ;;•;'6 T 23.10.10 z• --� 40' RV-8461 11"3200 W"7'10 Rv-20010 U-2200 W-3'8 Rv-12251 U" 600 W"7`10 TAG = T11 SE = 117432 PLAT -ALP NE TPI95 DESIGN CRIT-TPI OTY - 3 TOTAL 3 REV, 18. 1a9 SCALE -0. 1816 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF t )(IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANT ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• OR ANY BRACING. SEE HIB-91 BT TPI. SEE THIS DESIGN �1.tf'�iTC OL 7•0 PSF DATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` vuSALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 pgF JBE TRUSS AND UNLESS OTHERWISE LOCATED OR THIS DESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TO T.L O. 47 .0 PSF O/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER [0 Rlo� 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 WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. --TPI-TRUSS PLATET T T NATIONAL gUtGN SPECIFICAIIOMFOR WOW CONSTRUCTIONN., ,,,HISPAClNG 24.0" ITYPE spec -4 -PLAN 15361 TIO 4 " TRAY COMN GDR THIS N . PREPARED FROM COMPUTER INPUT A NS M NS M TT Y TRUSS MFR TOP CHORD 2x4 SP 02 N **"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP 02 N :83. 84 2x6 SP 01 N: WEBS 2x4 SP 03 :W5 2x4 SP 02 N: BEARING BLOCKS: NAIL TYPE: 0.13)x3.0 nails BRG X-LOC (BLOCKS LENGTH/BLK (NAILS/8LK 1 16.115' 1 12' 2 LOAD CONTINUOUS LOADS LOAD CONC. LOADS NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. CASE SIDE L-PLF R-PLF START END CASE SIDE NAG X-LOC BEARING BLOCK TO BE SAME SPECIES• SIZE 6 GRADE AS CHORD. 0 T 74.0 74.0 -2.0 42.0 0 8 225 19.5 0 8 20.0 20.0 0.0 40.0 0 8 225 21.5 100 MPH MIND. 15.00 FT MEAN HGT. SBCCI• 0 T 4.0 4.0 -2.0 0.0 0 8 225 25.5 ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. 0 T 4.0 4.0 40.0 42.0 0 8 225 27.5 MIND TC OL - 5.0 PSF, WINO BC DL - 5.0 PSF. 1 8 1.8 1.8 0.0 40.0 1 T -47.6 -47.6 -2.0 0.0 ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. I T -38.9 -38.9 0.0 2.0 1 T -33.6 -33.6 2.0 16.0 (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO 1 T -38.9 -38.9 16.0 20.0 BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 1 T -38.9 -38.9 20.0 24.0 MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A 1 T -33.6 -33.6 24.0 38.0 SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1 T -38.9 -38.9 38.0 40.0 1 T -47.6 -47.6 40.0 42.0 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS SPECIAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING -------------------------------------------------- INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TC - From 74 PLF at -2.00 to 74 PLF at 42.00 BC - From 4 PLF at -2.00 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 40.00 BC - From 4 PLF at 40.00 to 4 PLF at 42.00 BC - 225 LB Concentrated Load at 19.50 BC - 225 LB Concentrated Load at 21.50 BC - 225 LB Concentrated Load at 25.50 BC - 225 LB Concentrated Load at 27.50 -20' } 20 5X6 1 12 I 5X4(R) T 5 C7 5X9 l X X6 (A) m m 3X4 (A) .5X3 Im IoT3X5(F1) X , JX4 4X5(Al) I e X7 3X e 2.75 3X3 16'1'6 -23'3' �-� 5' ---{---11'1'623'10'10 40' 79'6' 225 225Y 4 22512257 RV-8300 U-360f W-7'10 RV-14931 U-610/ W-7'10 Rv-2650f U-9200 W-3'B SEO = 117429 PLATE -ALPINE TPI95 DESIGN CRIT=TPI OTY - i TOTAL - 1 REV. 18. 1a9 SCALE -0. 1115 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF ((��2 *IMPORTANT**S,ALL NOT BE RESPONSIBLE FOR ►NY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPEC IFICATTONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN �1�t"1'������ TC DL 7 .O PSF DATE 12/31/96 (L \\vVNAV\ FAILURE TO BUILD TIIf TIN1S$ 1N CONFORMANCE WITH OSTBB BY TPI. 1071 ADDITIONAL SPECIAL PERMANENT BRACING RE , vuS ALPINE CONNECTORS APE MADE OF "GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 1O.0 PSF ORWG AAAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH TACE 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 w 0.0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE = T O T.L D. `�7 •!abjove 0/A LEN. 4 0 CONFORM W/APDLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER L 0 R10 ► r: SEAL ON THIS DRAWING APPLIES /0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUNW,iSN A COPY OF THIS �. ? OUR.FAC. 1 3 IN ONLY, AND SHALL NOT BE FLIED UPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. GINEEP`' `' ­TPI - T ATINSTITUTE. NATIONAL SPECIFICATION F T T ''��., ,,,,�• SPACING see TYPE spec Job' -4 p N 4 W TRAY COMN THIS W PREPARED FROM COMPUTER INPUT (LOADS N N SUBMITTED Y TRUSS—MFR. TOP CHORD 2x4 SP #2 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0y nails BOT CHORD 2x4 SP 02 N BRG X-LOC #BLOCKS LENGTH/BLK /NAILS/BLK WEBS 2x4 SP 03 :W5 2x4 SP 02 N: 1 16.073' 1 12' 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. (A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO (0) 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER, ATTACH WITH BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING 16d NAILS Q 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A ERECTION CONTRACTOR. SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. AT SPECIFIC LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 20' 20' - -� 5X 1.5X3 3X4 4X4 5 12 5X9 (g) X6 C7-- m (A) X4 m 3X4 14 "1 8 v 3X5(FU X51. 3X4 X5(A1) 3 2.75 4X5 12 X4 I 16'0'14 23'3"8 2' ^5' ^ 11'1'6 3'4'10--�—8' —12'6' 2' 40' Rv-7270 U-360# W-7"10 Rv-2215# U-7000 W-3'8 Rv-11310 U- 10# W-7"f0 TAG AA T29 SEO = 117447 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY AA 2 TOTAL ffi 2 REV-18. 1a9 SCALE 0. 1816 ALPINE ENGINEEREO PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND (� .N'iill li��''�. TC OL 7 .0 PSF DATE 12/31/96 n 1\ DEVIATION FROM THIS DESIGN Oil THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN t FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING AE _ vUS f '� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG O A416 64 B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL OF LATERALLY BRACED WITH PROPER - 5606 - 0 .0 pSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. PO$lt10N LY ATTACHED PLYWOOD SHEATHING. 80Ti0M[MORD W BC LL CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF T OT,LO. 47 .0 PSF O/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NDS 6 TPI. AN ENGIMEER'S ALPINE TECHNICAL UPDATE (7/t/911 FOR PROPER (onto', 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 NAY. DESIGN TO THE TRUSS ERECTION CONIRAC TOII. GINEt^- ■--Tv - T ATINSTITUTENAT . s F AT F T , ��, ,,,. ``��` SPACING 24.0" TYPE Spec Db: -4 PLAN T12 4 - TRAY COMN THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) U M Ti Y TRUSS MFR TOP CHORO 2x4 SP 02 N 100 MPH MIND, 15.00 FT MEAN HGT. SSCCI, BOT CHORD 2x4 SP /2 N :B1 2x4 SP 01 W. ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 :WB 2x4 SP 02 N: WIND TC OL - 5.0 PSF, MIND BC OL . 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. DO NOT USE WITH PLASTER CEILING. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH 12) 8d NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: 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. 20' 20' 5X6 X5 3X4 3x6(OU 5 2 3x6 .5X3(OL) m (A) (A) m m m 3X5 (A) .5x3 v 3X7(F1) X6�. X X5(A1) 8 1 '2.75 —L 4X5 12 X6 28'8'8 10'7"14 �-2' —5' 23'8'8 11'3'8 {{ 2' --I 40' Rv-1462 -610/ N-7'10 Rv-21110 U-6701 N-3' Rv-4990 U-2901 N-7'10 TAG Tf2 SEG = 117451 PLATE_AL TPI95 DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 18. ia9 SCALE =0, ! !6 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF K*IMPORTANT)( SMALL NOT IE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HtB-91 Sr int. SEE THIS DESIGN �`.�`TTUUU TC DL 7 .0 PSF DATE 12/31/96 �f \\"t�;1"1►�\1 FAILURE f0 BUILD THE iM/S$ IN CONFOWIANCE WI IN D$T8(1!!Y TPI. FDA ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v� f '' - O\\\\\\/�_V ALPINE CONNECTORS ARE MADE OF 20GL GAIv. STEEL MEETING ASTM tNIIREMEN1g, UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRW[i O AUS GR 8 EXCEPT AS NOTED. APPLY CONNECTORS f0 EACH FACE OF CHORD SHALL BE LATERALLY BgACEO WITH PROPER - _ TRUSS AND URIESS OTHERWISE LOCATED ON THIS DESIGN, nOgiT10N LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N 6� BC LL 0 .0 PSF JeE CONWECTORS PER DRAWINGS 130, 15O a ICDA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LO. 4 7 .O PSF 0/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NDS C TP1. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 qI0* It. SEAL ON TH]S IXTANING LPPLjES TO THE COIfPOIENI DEPICTED HERE DRYWALL APPLtCATtON. FURNISH A C0 OF tHl$ h. Q �� DUR.FAC. 1 .33 IN O/A.r. AND SHALL N07 BE RELIED UPON IM ANY OTHER NAY. DESIGN TO TIE TRUSS ERECtION CONTRACTOR. ' •ryEE95�� .--rn . r Ar t T T NATIONAL cN F AT F r r +.+ n.+``` SPACING 24.0" TYPE spec Job' -4 PLAN 15 T13 4 " TRAY HIP HI 7' THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N :T2 2x4 SP /1 N 2 Complete Trusses Required BOT CHORD 2x4 SP f2 N P Q WEBS 2x4 SP 03 :W8 2x4 SP 02 N: :W9 2x4 SP 01 Dense: NAILING SCHEDULE: (12dOox nails) 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, TOP CHORD: f ROW @ 1 D.C. BOT CHORD: f RpX @ 12"" o.c. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS : 1 ROW @ 4" o.c. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. IN EACH ROW TO AVOID SPLITTING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (A) SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER, ATTACH WITH 16d NAILS @ 4" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. T3 �7- 26' 7, 12 5X7 3X4 T2 3X6 3X94 6 T 5 p 3X4 T T1 W W4 W6 3 .5X3 io (A) f 11 T 1 m �Q= 3X6(F1) ® X 3 W X5(A1) �8 1• 5X5 3X3 84 ©2.75 12 25'4'8 X3 13'11"14 }-2' 5' } 20'4'8 14'4" 2- 40- 7- '40'7' 26' — } 7' 5460 5460 Rv-22610 U-9600 W-7"10 Rv-44860 U-13800 W-3" Rv-10070 UW5600 W-7"10 PATE-ALPINE40TPI95TRAY HIDESIGN CRIT=TPI QTY= i PLIES- 2 TOTAL= 2 REV. 18. 1a9 SCALE =081781 ALPINE ENGINEERED PRODUCTS. INCTRUSSES PEOUTPE EXTREME CAPE 1/2/97 TC LL 30 .0 PSF REF *IMPORTANT)()(SMALL NOT BE RESPONSIBLE FOA ANY' WARNING IN HANDLING. ERECTION AND t TC OL 7 .0 PSF DATE 01/02/97 OEVIAr1pN FaOM 1HI5 DESIGN Oq THESE SPECIFTCATIONS, Oa ANr 6aACING. SEE HIB-9f Br 1P1. SEE TNtS DESIGN �Il �FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB Br TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE ` vusALPINE CONNECTORS ARE MADE OF FOGA GALv. STEEL MEETING ASIN OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 .0 PSF DRWG A446 GA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOPO SMALL BE LATERALLY BRACED WITH PROPER /� 0 .0 pgF J8E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 1301100 CHORD X06 BC LL CONNECTORS PER DRAWINGS 130. 150 c 16OA-F. DESIGN STANOAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.LD. 47 .0 PSF 0/A LEN. 40 CONFORM M/APPLICA9LE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER It SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS D AI�DD,q*c,Iq OUR.FAC. 1 .33 IN OK Y, ANO SMALL N07 BE RELIED UPON iW ANY OTHER MAY, DESIGN TO THE iRU55 EPECTION CONTRACTOR. INE"a�. •--TP " 7 AT INSTITUTE-- NATIONAL N SPECIFICATION F T T ON 1I 11111`, SPACING see above TYPE hips ob: -4 PLAN T14 TRAY HIP THIS W . PREPARE FROM COMPUTER INPUT A NS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP /2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 :WB 2x4 SP 02 N: WINO TC OL - 5.0 PSF, WINO BC DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: 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. 9' } .5 3 9 ---� 5X5 T12 T 5 C� 3X4 .5X3 vv I;, 3X6fF1) X51. % — .>ZZ %5(A 1) 1'T I_ 8.1. '2.75 3X3 12 25'4'8 X5 13'11'14 f- 2' 5' 2014"a j4-7-8 2' -I 40' Rv-1291/ -5800 W-7'10 Rv-2091/ U-6400 W-3' AV-5901 U- 80/ W-7'10 f TAG T2 SEO = 117463 PLAT -A PIN TPI95 DESIGN CRIT-TPI OTY 1 TOTAL - i REV. 18.1a9 SCALE =0. 181 +ALPINE ENGINEENEO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CATS 12/31/96 TC LL 30.0 PSF REF (�2 *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN NAwxim. ERECTION AND DEVIATION I" THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE N18-91 BY TPI. SEE THIS DESIGN AA-f(ffAlffl'�� TC DL 7 .0 PSF DATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. Fal ADDITIONAL SPECIAL PERMANENT BRACING RE _ , v '' ALPINE CONNECTORS ARE MADE OF ?OGA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INnICATEO. TOP - - BC DL 10 .0 PSF DRWG 0 A446 OR 9 EXCEPT AS NOTEO, APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY 9RACEO WITH PROPER _ 5606 _ TRUSS AND UNLESS OIMEPWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHUM W BC LL 0.0 PSF JBE CONNECTORS PER DRAM/NGS 170. 150 L 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING -- SEE STATE OF _ Tor.L0. 47 .0 PSF 0/A LEN. 40 V CONFORM w/APPLtCARLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/9tl FOR PROPER C 0 RlOp SEAL OM fHIS DRAWING APPLIES 10 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS .' n Q OUR.FAC. 1 .33 IM ONLY, AND SHALL NOT M MLiiD UTgH IN MY OTR[R WAY. oF91GN 10 THE TRUSS FR[C110N CUNRRACi011. l I..:r . .--TP - i Al NST i T NAT A F T F T T ''Rry .fffR`` SPACING 24.0" TYPE hips Job: (6-A522) PLAN T15 4 RAY HIP THIS M . PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 7 U CHORD 2x4 SP 02 N 100 MPH WINO. 15.00 FT MEAN HGT. SBCCI. SOT CHORD 2x4 SP /2 N ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP E3 :W7 2x4 SP 02 N: WIND TC OL - 5.0 PSF. WIND SC DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH BO NAILS P 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ERECTION CONTRACTOR. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �-----1f' 18' 11' --! 5X6 5 T T �2 I .5X3 3X5 (A) a v 3X6(F1) X513X5XV. , X5(A1) c 2.75 XS 12 25'4'8 13'11'14 2' 5' 220'4'8 i 14'7"8 2' +� 40' Rv-1283 -5801 W-7"10 Rv-2113/ U-660# W-3" Rv-676/ U-1700 W-7'10 , TAG T3 SE? = 117468 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY a 1 TOTAL - 1 REV. i . 1a9 SCALE -0. 1816 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF IMPORTANT)(*SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE RIO-91 BY TPI. SEE THIS DESIGN TC DL O PSF DATE 12/31/96 n \\UwVv1Av\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE*JIM OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE us` v ALPINE CONNECTORS APE MADE OF POGA GALV. STEEL MEETING ASTM WtnEMEN13. UNLESS OTHERWISE INDICATED. InP - _ BC OL 10 .0 PSF ORWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY OWED WI tit PIomn 5606 BC LL O O PSF LUBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CRORD N CONNECIORS PER DRAWINGS 130. 150 C 16CA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _= TOT.L . 47 •0 PSF O/A LEN. 40 CONFORM M/APPLICABLE PROVISIONS OF NDS L TPI AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER C 0 R10p ? - SEAL ON IRIS DRAWING APPLIES TO DHE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q oUR.FAC. 1 .3 3 IN ONLY. ANn SWI L NO HE RELIED UPON IM ANY OIIHR MAY. RL SIGN /0 HIE IIRUS!LIECfIDN CUNIRAC1Oil INEf?`O,� H--TP - T Ar r t , 9 NATIONAL SPECIFICATION F / T '•R.T ,,,RI SP A C I NG 24.0" TYPE hips ob' -4 PLAN T16 4 - TRAY HIP THIS Pa FROM COMPUTER INPUT ADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4SP /2 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0-gSails SOT CHORD 2x4 SP •2 N SAG X-LOC /BLOCKS LENGTH/BLK {NAILS/BLK WEBS 2x4 SP 03 :W8 2x4 SP 01 N: 1 25.375' 1 12" 2 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. 100 MPH MING, 15.00 FT MEAN MGT, SBCCI, BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. HIND TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHOAO. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 13• 14' 13' 5X6t.SX3 INS 6 T T12 4X4 I 5 C- .5x3 O1 1.5X3 ?' In I Nn 3X5(F1) 1 X5(A1) 111"'ITT 5X14 CI 2.75 XS 12 25'4'8 13'11'14 f-2' —5• 20'4.8 T 14'7.8 2' 40 Rv-1264/ -5700 W-7"f0 Rv-2167/ U-6800 W-3" Rv-641/ U-1500 W-7"10 N TAG T4 SEO = 117470 PLATE-ALPINE TPI95 DESIGN CRIT-TPI QTY - i TOTAL - i REV. 18. 1a9 SCALE -0. 1816 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUITE EXTREME CANE 12/31/96 TC LL 30.0 PSF REF *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN gVr' T111iTC DL 7•0 PSF DATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSISS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .1ALPINE C01+IEC7pR5 AfE MAGE OF 20GA GALY. STEEL MEETING AStM OU11$MENTS. IXILfSS OTNERN19f INDICATED. TOP - - BC DL 1O O PSF DRWG AA46 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED MITN PROPER -TRUSS AMD UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORDBC LL 0•0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STAND►ROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - r0T.LD. 47 .0 pSF 0/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NOS 9 IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPERPSEAL OM NNIS GNAWING APPLIES 1p THE COMPONENT DEP(CTED HERE DRYWALL APPLICATION, FURNISH A COPY OF IMIS ' OUR.FAC. 1 .33 (NONLY. ANO SHALL NOT BE{FLIED UPON IN ANY OTHER MAY. DESIGN t0 INE iRlfS ERECTION CONTRALTM7. SPACING 24.0" jypE h1pS --TP - i AT I T T NATI A F AT F 7 i ••N�N NN,� " Job: (6-4522) PLAN T17 4 " TRAY HIP 1 ' THIS DWG. PREPARED FROM COMPUTER INPUT A N SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N BEARING BLOCKS: NAIL TYPE: 0.131x3.0 nails BOT CHORD 2x4 SP 02 N BRG X-LOC #BLOCKS LENGTH/BLK NAILS/BLK WEBS 2x4 SP #3 :W9 2x6 SP 01 N: 1 25.375' 1 12' 3 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES• SIZE 6 GRADE AS CHORD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �— f5' + 10' — 15' --I 5X6 X3 !2 4X4 5 G'' x4 m 2.5X3 0 3X5(F fl 3xio x5(At) 5X 4 1.5X3 c 2.75 4X5 12 25'4'8 13'11'14 f- 2' S' -{ -- 20'4'8 14'7'8 2' -� 40' R-11710 N-7'10 R-2458# W-3' R-4430 W-7"10 TAG T5 SEG = 117473 PLAT -ALPINE TPI95 DESIGN CRIT=TPI OTY i TOTAL i REV. i . 1a9 SCALE -0. 1816 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEGUIRE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF (�2 *XIMPORTANT-XX 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 .0 PSF DATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE _ • f ,'Y� \\\\v^ ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMEMTg, WLESS OTHERWISE INDICATED, TOP _ _ BC DL 10 O PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 0.0 PSF JB E TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W5G06 BC LL CONNECTORS PER DRAWINGS 130, 150 L HIDA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE - TOT.LD. 47 .0 PSF 0/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NAS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER O RIO* P: SEAL OR 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. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�' SPACING 24.0" j ypE h 1 p S ■--TP - 1 AT T I T NAT A SPECIFICATION F .1... �'R�R NN�N````` Job: -4 PLAN T18 4 " TRAY HIP 7' THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMEN NS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N BEARING BLOCKS: NAIL TYPE: 0.13(x3.0y nails SOT CHORD 2x4 SP 02 N BRG X-LOC /BLOCKS LENGTH/8LK #NAILS/8LK WEBS 2x4 SP #3 :W8 2x6 SP 01 N: 1 25.375' 1 12' 3 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, BEARING BLOCK TO BE SAME SPECIES, SIZE 6 GRADE AS CHORD. ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. WIND TC DL - 5.0 PSF, WINO SC OL - 5.0 PSF. (A) 1X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 80 NAILS 6 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ERECTION CONTRACTOR. CONTRACTORS WARNING: 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. 5X6 (R) X3 f2 5x7 X6 5 p (A Wt L"X n 3X4 a 3X5(F1) X51. X 5(At) J. 8.1. c 2.75 4X5 12 25'4'8 13'(('14 �2' 5' } 4*8 i 14'7'8 2' 40' Rv"1178/ -560# W-7"10 Rv"24360 U-6900 W-3' Rv-4570 U- 40# W-7'10 N TAG T6 SEG = 117536 PLATE-ALPINE TPI95 DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 18. 1a9 SCALE -0. 1816 ALPINE ENGINEERED PRODUCTS. INC. iR1)SSES PEOUIPE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF *IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANYWARNING TN HANDLING. ERECTION AND (� DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H[8-91 ay iPi. SEE THIS DESIGN 1111111rrN' TC OL 7 .0 PSF DATE 12/31/96 �Iv 1r f ' (1 FAILURE t0 9U110 THE TRUSS IN CONFORMANCE WITH OSTBB BY TP1, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` � ,E ALPINE CONNECTORS ARE MAGE Of MA GAL V. STEEL MEETING ASTM OUIREMENTS, UNLESS OTHERWISE INDICATED. TOP - _ BC DL 10 •0 PSF ORWG A446 GR a EXCEPT AS NOTED. APPLY CONNECTORS 10 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 W 606 8C LL 0 •0 PSF J8E CONNECTORS PER DRAWINGS 130. 150 0 160A-F. DESIGN STANDARDS "It"PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - T 0 7.L.D. 4 7 .0 PSF 0/A LEN. 40 CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ORTO� ?� SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. Q OUR.FAC. 1 33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY, DESIGN TO THE iR1154 ERECTION CONTRACTOR. SPACING 24.0" TYPE hips --IP T AT T i l NAl A F AT F / T rrr r1 NN�1Y Job' -4 PLAN T19 4 " TRAY H P THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP f2 N :81 2x4 SP /1 N: ENCLOSED BLDG. NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP 13 :W9 2x4 SP /2 N: WIND TC DL - 5.0 PSF. WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING ONLY. 00 NOT USE WITH PLASTER CEILING. (A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 80 NAILS. BRACING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. �"---- —19' E--219' - -� 5X6 6 X5 3X4 3X (00 12 3X6 .5X3(OL) rt 5 v (A) (A) m m m 3x5 (A) (A) .5X3 v 3X7(F1) X61. X 3X12 X5 W) 811' 2.75 4X5 12X6 28'8'8 10'7"14 �- 2' 5' 23'8.8 11'3'8 2 -� 40' Rv-1462 -610• W"7"10 Rv"2112► U-670/ W-3" Rv-498# U-2901 W-7'10 TAG = T7 SEG = 117458 PLATE-ALPINE TPI 5 DESIGN CRIT=TPI OTY - 1 TOTAL 1 REV. 18. 1a9 SCALE =0. 1816 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/31/96 TC LL 30.0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND �n DEVIATION FROM THIS DESIGN OR 1HESE SPECIFICATIONS.ICAiIONS, OR ANY BRACING. SEE MiB-B1 By TPI. SEE THIS DESIGN �t�ttt��E TC OL 7 .0 PSF DATE 12/31/96 \vA"N �1�( 1j� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSS BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE • Vus ALPINE CONNECTORS APE MADE OF ZOGA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10.0 PSF DRWG 0 ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0 .0 p$F J8E f TRUSS AND UNLESS 07KPWISE LOCATED ON THIS DESIGN, POSITION Lr ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD M BC LL CONNECTORS PER DNRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ TOT.Lp• Q7•O PSF 0/A LEN. 40 CONFORM M/APPLICAOLE 4>RpvIS10N5 Of NOS i TPR. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER C 0 q10� P SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUN4ISH A COPY OF THIS Q �� DUR.Fac. 1 .3 3 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ...... .I EEO." $PACING 2 4 spec A--TP • T ATINSTITUTE. W7 A SPECIFICATION f t T •N Nr HH RHS __ -4 PLaN 7' EJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIO SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP /2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP /2 N WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 212.38. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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 1S ERECTED PROPERLY. Rv-2120 NAILED 11'0"4 �n m in 12 m 5 � T 2 8 1 7' Rv- 29/ U-240/ W-7'10 Rv-720 U-2000 NAILED TAG T28 SEO 117524 PLAT -ALPINE TPI95 DESIGN CRIT=TPI QTY = 4 TOTAL 4 REV. 18. 1a9 SCALE =0.7894 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 T C LL 30.0 PSF REF 2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR .N1 ARNING IN HAILING. ERECTION AND �n\\JVti t j1111jr TC DL 7 .0 PSF DATE 12/31/96 \V�jU DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN ^ FAILURE TO BUILD 111E TRUSS IN CONFORMANCE WITH OSTBB BY IPI. i0R ADDITIONAL SPECIAL PERMANENT BRACT NO ITE _ , V fY ALPINE CONNECTORS ARE MADE OF 20CA GALV. STEEL MEETING ASIM OUIREMENTS UNLESS OTHERWISE INDICATED. TOP - _ BC OL 10 .0 PSF DRWG Q A446 GR B EXCEPT AS NOTED. APPTY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - 0.O PSF JBE 11$155 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION lr Ar1A[IIFO PLYWOOD SHEATHING, BOTTOM CHORD x BC LL CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE Of TOT.LO. 4 7 .0 PSF 0/A LEN. CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL LIPOATE (7/1/91) FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �, ORO)" Q v; OUR.FAC. 1 .3 3 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP` � SPACING 24.0" T YPE e)a C k --TP - T Ai INSTITUT NOS 991 NATIONAL 1 SPECIFICATION F M STRUCT 11111111 Ob: -4 PLAN THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2X4 SP 02 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 02 N WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. REACTION OF 133.89. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-134/ NAILED 10'2'4 !n In N N 5 v2 5' 2• _ 5• Rv-448/ U-220# W-7'10 Rv-440 U-2000 NAILED TAG = T24 SEG = 117530 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 18. 1a9 SCALE =0.9929 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF )(*IMPORTANT*)(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND F� \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRA[ITK1. SEE H18-Bf BY TPI. SEE THIS DESIGN �TT(irit TC OL 7.0 PSF DATE 12/31/96 (L \\UL�`jvICU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE W17H OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING 1$ ` v� E !� 10 .0 1 ALPINE CONNECTORS ARE WADE OF 70GA GALY. STEEL MEETING ASTM pUftCMENr$ UTAE$$OTHERWISE INDICATED. 7DP _ _ BC DL +O 0 PSF DRWG AI46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, ROTiON CHORD M BC LL 0 .0 PSF JBE \�\ CONNECTORS PER DRAWINGS 130. 750 C 160A-F. DESIGN$T►TOAR05 WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE = TOT LD. 47 .0 PSF DSA LEN. UV CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/f/9f1 FOR PROPER p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O R10 F Q', ouR.FAc. 1 .33 IN ONLY, AND SHAH NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'N a--TPI - T Ar RST TUT NATIONAL DESIGN SPECIFICATIONF CONSTRUCTION NNNNT• SPACING 24.0" TYPE ack Ob: -4 PLAN J THIS OWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP /2 N 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, SOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 02 N WIND TC DL - 5.0 PSF, WIND SC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. REACTION OF 37.25. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. CONTRACTORS WARNING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 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. Rv-370 NAILED 9'4"4 i. 12 5p T 2X4(A1) 8'1" 2 3. RV-387/ U-2100 W-7"10 Rv-141 U-200# NAILED TAG = T25 SEO = 117532 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV, 16. 1a9 SCALE =1 .3377 ALPINE ENGINEERED PROOUCTS, INC. TPUSSES REQUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT eE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRAC jNGSEE HIB-91 BY TPI. SEE THIS DESIGN � T� TC DL 7.O PSF DATE 12/3 1/96 FAILURE TO BU1LD THE TRUS$ 1N CONFppNANCE MIiH 05788 BY TPN. Fpq ADDITIONAL SPECIAL PERMANENT BRACING RE ` +ALPINE CONNECTOR$ARE WADE OF 70G4 GAIv. $TEEI MEETING AStM OUIREMENTS. UNLE$$OtMERMISE INDICATED, TOP BC DL 1O O PSF DRWG AAlG GR B EXCEPT A$NO/ED. APPY CONNECTOR$ TO EACH FACE OF C1q/q SHAH !E IATERAIIY BRACED NITN PPOPER 5606 _TRU55 ANp UNLESS 01lIERNISE IOCAfEO ON TN[5 DE51GN, POSTiTON LY ATTACHED P1r1100D5/1EATHING. BOTTOM CNOiD 81.. LL O O PSF JBE CONNECIORS PER DRAWINGS 130, 150 C 1SOA-F, DESIGN STANDARDS WITH PRDPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT LD 47 O PSF D�A LEN. CONFORM W/APPLICABLE PROVISIONS NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER �O R10� P` SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' F Q*;� DUR.FAC. t .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEt^�,.� ack --Tp " T PLATE INSTITUTE NOS 1991 HAT NA $ F CAT ON FOR T T1 iT NIl 1111TH SPACING 24.0" TYPE Job: (6-4522) PLAN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS) SUBMITTED Y TRUSS MFR. TOP CHORD 2x4 SP /2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP 12 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 02 N WINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 16.14. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. CONTRACTORS WARNING MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-160 NAILED 92"10 �o m n m 5 v T 2X4(Al) 2'8• �- 2' 2'8• Rv-3820 U-2101 W-7"10 Rv-16# U-2001 NAILED TAG = T41 SEG = 117576 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY - 4 TOTAL = 4 REV. 18. 1a9 SCALE =1 .4199 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE PESPON5181E FDR ANY A RN I NG IN HAPI"GLIT ERECTION AND ,,,, , (� \ DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS. OR ANY BRACING. SEE NI9-91 BY TSEE THIS DESIGN fit.,t1vr� f �� TC OL 7.0 PSF DATE 12/31/96 (L \\UwVV1�U\ FAILURE TO BUILD THE TRUSS IN COWORMANCE WITH OSTBB BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , v ©\\\\\vN ALPINE CONNECTORS ARE MADE OF 20GA GALv. STEEL MEETING ASTM QU1REMENTS UM.FSS OTHERWISE INDICATED. TOP _ 8C DL 10 .0 PSF ORWG pE A446 GR 8 EXCEPT AS NOTED- APPLY CONNECTOIIS TO EACH FACE OF CHORD SHALL BE LATERALLY OPACED WITH PROPER TRUSS AND 1X4E55 OTHERWISE LOCATED ON THIS DESIGN, POSITION LY A1TA[TED PLYWOOD SHEATHING. BOTTOM CHORD _„Fi06 BC LL .18 0 0 PSF CONNECTORS PER DRAWINGS 130, 150 C 160A-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT,L.D. 4 7 .0 PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER P Q'� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION FURNISH A COPY OF THIS Rt0 v OUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. IINEEa`'��, ` •--TP • TRUSS PLATEINSTITUTE. NDS • 1991 NATIONAL S N SPECIFICATION FOR WOW CONSTRUCTION i�,RTI N1�/T�` SPACING 24.0" TYPE spec Job: (6-4522) PLAN THIS DWG. PREPARE FROM COMPUT R INPUT (LOADS 6 DIMENSIONS) SUBMITTED 13Y TRUSS MFR. TOP CHORD 2X4 SP 02 N AN UPLIFT REACTION OF -2270 OCCURRED ON A BOT CHORD 2X4 SP /2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP 02 N 100 MPH WINO, 15.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. REACTION OF 317.16. CONTRACTORS WARNING: 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. 8'6'4 2X4(All � 12 c 5 8'1" 1' Rv-507/ U-260! W=7"10 Rv-51W31 7-W20Pl+II1bQLED TAG = T26 SEG = 117534 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 18. 1a9 SCALE =1 .9473 ALPINE ENGINEEPEO PRODUCTS. INC TRUSSES REQUIRE EXTREME CATH 12/31/96 TC LL 30 .0 PSF REF t *IMPORTANTM*SMALL NOT BE RESPONSIBLE FDR ANr ARNING TNHAMOLING. ERECTION ANO ,,,,,,DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 0Y TPI. SEE THIS DESIGN 0,, �� TC DL 7•0 PSF DATE 12/31/96 FAILUnF. TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RF ` /. 10 .0AIPINF CONNECTORS ART MAIN' O 70GA GAIV SIFEI MEETING ASTM OUIl1FMENTS. t"FSS OIMFPWISE INDICATED. TOP - - BC DL PSF DRWG A446 GR 0 EXCEPT AS NOTED APPLY CONNFCTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PRTIPER 5606 TRUSS AND UNLESS OTHERWISE LOCATFO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF JBE CONNECTORS PER DRAWINGS 130, 150 C ISOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = T O T.LD. 47 .0 PSF O�A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P p SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS - E D RIO Q;` -- F ouR.FAc. 1 .33 IN ONLY, AND SHAH NOT BE RELIED IKON IN ANY OTHER MAY. DESIGN TO THE TRI195 ERECTION CONTRA[TOR. WEER`' ISPACING 24.O" � a c k --TP • T ATINSTITUTE. NOS • NATIONAL DESIGN FIr..ATI N F M CONSTRUCTION '��R T/ �11TTTT`, TYPE b: -4 PLAN J 7' HJ THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSION SUBMITTED BY TRUSS MFR1_ TOP CHORD 2x4 SP 02 N 100 MPH WINO, 15.00 FT MEAN HGTSBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. REACTION OF 253.46. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1(NIIWWARNING! OVERHANG DEFIECTI0N5 EXCESSIVEIIIIIIW TRUSS HAS VERTICAL DEFLECTION ON OVERHANG OF 0.22' DUE TO CONTRACTORS WARNING: LIVE LOAD AND 0.33" DUE TO TOTAL LOAD AT X - -02--09--14. 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. Rv-1591 NAILED !1' !' 12 1 X3 m 3.53 p v 2 9'10'13 —2'9"15 T 9'10"13 Rv-739# U-380# W-10"13 Rv-253# U-200# NAILED TAG = T23 SEG = 117528 PLATE-ALPINE TPI95 DESIGN CRIT=TPI QTY = i TOTAL = i REV, 18. 1a9 SCALE =0.6278 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REIXIIPE EXTREME CARE 12/31/96 T C L L 3 O .O PSF REF *IMPORTANT*X SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND — F� \ DEVIATION FROM THIS DESIGN OR "SE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI SEE THIS DESIGN grN TC DL �.O PSF DATE 12/31/96 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OStBB DY 7P1. FOR ADDITIONAL SPFCIAt PERMANENT BRACING RE 1ALPINE COUNT C/0RS ARE MADE OF POGA GALV STEEL MFEIING ASTM OUIREMENIg UNIFSS OTHERWISE INIICATEO, 10r BC DL +O•O PSF DRWG MA6 B EXCEPT Ag M07E0 ArPtY CONNECTORS t0 EACH FA[E OF CtORO SHALL BEU7ERLLtr BRACED WITH PROPERTRUSS ANO MESS OIHFRWISF tOCATFO ON THIS OFSIGN, POSITION I_Y ATTACHED PLYWOOD SHEATHIN:. BOTTOM CHORD 8C LL O•O PSF JBE CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE T0T.LD. 47 • PSF �/A LEN. CONFORM N/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDR PROPERSEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISouR.FAc, i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �' SPACING 2 4.D" ack ■--TP - T ATE INSTIT TE NOS 19 1 NA710NA S N SPE IFI AT i O IAMT Y�TTTTTTT177' TYPE J -45 PLAN M Hj THIS DWG. PREPARED FROM COMPUTER INPUT OADS & DIMENSI NS SUBMITT D BY TRUSS MFR, TOP CHORD 2x4 SP /2 N AN UPLIFT REACTION OF -3731 OCCURRED ON A BOT CHORD 2x4 SP /1 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REOUIREO. WEBS 2x4 SP 11 N :Lt Wedge 2x6 SP 12 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF, REACTION OF 224.47. THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 02-08-00 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. SETBACK, 01-04-00 CANTILEVER ON ONE SIDE, 01-04-00 CANT MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ON OTHER SIDE. JACKS HAVE VERTICAL OVER BEARING ONLY. TRUSS HAS VERTICAL DEFLECTION ON OVERHANG OF 0.73• DUE TO **)(*WARNING! OVERHANG DEFLECTIONS EXCESSIVERrNII LIVE LOAD AND 1.04• DUE TO TOTAL LOAD AT X - -02--09--14. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-1561 NAILED 1158 1531 fr aTssts � 3.9.4 3X10 m n n 12 3.53 T Q 1 10-10 1.10.10 E2'9'15 i 3'9'4 Rv-10921 U-6801 W-4'15 Rv-2241 U-2001 NAILED 2 SEO = 117579 PLATE -ALPINE TPI95 DESIGN CRIT=TPI OTY i TOTAL - 1 REV. 18. 1a9 SCALE =1 .2110 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/31/96 T C LL 30 .0 PSF REF (2 *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDL IMG. ERECTION AND (�(� DEVIATION FROM THIS DESIGN (HESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 TPI SEE THISJTH �1 1Ug TC Dl 7.0 PSF DATE 12/31/96 (� \�Av►� FAILURE 10 BUILD THE iRU$5 IN CONFORMANCE WITH Q$T88 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BR ` v ALPINECOIA✓EL70R5 ARE MAGE OF 20G4 GALY STEEL MEETING ASTM OUIREMENT3. W1l E5S OTHERWISE INDICAP - - BC DL 10.0 PSF DRWG (\�\ A4+6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH R J\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTD - 5606 BC LL 0 .0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 ( 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINE STATE OF T 0 T.LD. 47 .0 PSF 0/A LEN. CONFORM X/APPLIWBLE PROVISIONS OF N05 C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION- FURNISH A COPYS O gjOP 9 P F DUR.FAc. 1 .33 IN ONLY, AND$MALI NOT eE RELIED UPON IN ANY OTHER WAY. DESIGN i0 THE TRUSS ERECTION CONTRAINEEH', SPACING see above T ypE a C k A--TP - T AT INSTITUTE. NATIONAL DESIGN SPECIFICATION F T T �•T TT 1T1T1�1` b' (6-4522)--PLAN ' TRAY TNS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4,50 FT FROM ROOF EDGE. WEBS 2x4 SP 02 N WINO TC DL - 5.0 PSF. WINO 8C DL - 5.0 PSF. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM REACTION OF 133.94. PROVIDE CONNECTION FOR 5300 AT LOM END OF BOTTOM CHORD TO PREVENT SLIDING. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: 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. Rv-1340 NAILED 10'2"4 .n in in RI 12 N 5p 2X4(A T_ c 2.75 8 1" 5' 2 5' - RV-448# U-2501 W-7"10 Rv-44/ U-200/ NAILED TAG = T20 SEO = 117520 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY 2 TOTAL = 2 REV. 18. ia9 SCALE =0.9433 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF *I MPOR T ANT**SHALL NOT BE RESPONSIBLE FOR ANr WARNING IN HANDLING. ERECTION AND ,RRHNN,,, DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY TPI. SEE THIS DESIGN 11%1RUs �. �i� TC DL 7 .O PSF DATE 12/31/96 (LFAILURE i0 BUILD THE TRUSS 1N CONFORMANCE WITH OSTBB BY TPj, FOR ADDITIONAL SPECIAL PERMANENT BRACING RE©\\\\\t ALPINE CONNECTORS APE MADF OF 20GA GALV. STEEL MEETING ASTM OU1REMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 •O PSF DRWG A446 OR B EXCEPT AS NOTED- APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 s O O PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL w CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF = TOT.LD. 4 7 •O PSF O/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER (0 AID Q 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 WAY, DESIGN TO THE TRUSS ELECTION CONTRAGTON. GINEE�`'.� •--TP T T INSTITUTE- N 1 NAT NA GN S C F UTI FOR 0 CONSTRUCTION �H NI HH.H.T SPACING 2 4.0" TYPE jack J b' -4 PLAN-1536/J3 ' TRAY Cj THI . PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 92 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP /2 N ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP 02 N WIND TC DL - 5.0 PSF. WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. REACTION OF 37.27. PROVIDE CONNECTION FOR 5300 AT LOW END OF BOTTOM CHORD TO A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. PREVENT SLIDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: 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. Rv-37/ NAILED 9'4"4 rn 0 12 8'7"10 5 p T 2X4(A1 m a 2.75 12 3' 2• 3. Rv-3871 U-230► W-7.10 Rv-141 U-2000 NAILED TAG = T21 SEG = 117522 PLATE-ALPINE TPI95 DESIGN CRIT=TPI OTY = 4 TOTAL 4 REV. iB. 1a9 SCALE =1 .2710 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF )(IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND -7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. W ANY BRACING. SEE HIR-91 BY TPI. SEE THIS DESIGN � US1jTC DL / .0 PSF DATE 12/31/96 �otq FAILURE TO BUILD ITE TRUSS iN CONFORMANCE WITH OST8B BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` �ALPINE CONNECTORS ARE MAS OF ZOGA GALV. STEEL MEETING ASTM WIRE MF.NTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 tRUSS AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF JBE CONNECTORS PER DRAWINGS 130. 150 0 16OA F. DESIGN STAND►ROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LO. 47 .0 PSF 0/A LEN. CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/f/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS E C RIO>?r F DUR.FAC. 1 .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY O1HEq MAY. DESIGN TO THE tgU55 ERECTION CONTRACTOR. INEE�'T�� SPACING 2 4.0" TYPE a C k li ­IPI • i AT MST I I N S 199 NATIONAL SPECIFICATION F T T ��H NH IHHHT` -4 PL6N 7' TRAY H THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS)_SUBMITTEOT MFR. TOP CHORD 2x4 SP /2 N 100 MPH WINO. 15.00 FT MEAN HGT• SBCCI. BOT CHORD 2x4 SP /2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP /3 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 REACTION OF 549.55. SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. NNNNWARNING! OVERHANG DEFLECTIONS EXCESSIVENNNN MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: TRUSS HAS VERTICAL DEFLECTION ON OVERHANG OF 0.24' DUE TO THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS LIVE LOAD AND 0.31" DUE TO TOTAL LOAD AT X 02--09--14. AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED OWING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-135/ NAILED 621 0.6,2 12'8.12 1 11' x io N P 3.53 o m 9., X5(R) v X4 X1.94 12 9'10'73 4----2'9"15 7'0'14 9'10'13 Ry- 380 U-350/ W-10'13 Rv-550/ -270/ NAILED TAG = T1g SE =-0.6278 117518 PLATE-ALOIN TPI95 DESIGN CRIT=TPI OTY 1 TOTAL = i REV. 18. 1a9 SCALE =0 62 8 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 12/31/96 TC LL 30 .0 PSF REF *IMPORTANTIE*SHALL NOT BE RESPONSIBLE FDR ANY ARMING IN HANDLING. ERECTION AND ,,,,,, n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HTB-91 BY TPI. SEE THIS DESIGN 11 �T�.� TC DL 7 .0 PSF DATE 12/31/96 (� \\U�*vt►,�\1 FAILURE TO BUILD THE TgD55 IN CONFORMANCE WITH O5TB8 9Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0 1 ALPINE COMA'C tORS ARE MAGE OF pOGA GAIY. STEEL MEETING ASTM OU IRK MENR9. UNLESS OTHERWISE INDICATED. TOP - - BC DL j0 0 PSF DRWG A446 GR B EXCEPT AS NOTED APPY CONNECTORS 70 EACH FACE OF CHORD SHAH 8E LATERALLY BPALEO WITH PROPER 5606 BC LL 0 0 PSF JBE TRUSS AND UNLESS OTHERWISE LOCATED ON 7"t9 DESIGN. POSITION lr ATTACKED PLYWOOD SHEATHjW BOT TON UIDRO M CONNECTORS PER DRAWINGS 170. 150 C 16OA-F. DESIGN STANDARDS NIT"PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 .0 PSF 0/A LEN. ECHNICAL TE SE ALCONF�OMN THIS ORI AWING APPLIES CABLE pO THE COMOF NOS PONENT DEPITPI. AN CTED HERE ORYWILLTAPPL[CAilUOPND.AFINNISH/A IC�Y�OFTHiS �, ORI01'QP: IOUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTR1 FACTOR. , �E ,�, •--TP TRUSSAi T T T NATIONAL GN SPECIFICATION F I T �' �„ ,,.T� SPACING see above TYPE spec